HomeMy WebLinkAbout1460-L DEVELOPER/OWNER
E PLANS
LANDSCAPE ARCHIT Cm"l RAL
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15101 REDHILL AVENUE, SUITE 100 TUSTIN, CA 92680
(714)731-0141
AINTDISTRICTLANDSCAPE M ENANCE N4. 8
VICINITY MAP GENERAL NOTES SHEET INDEX
24TH SI Ll TITLE SHEET
L2 IRRIGATION PLAN
L3 PLANTING .PLAN
L N DETAILS
i. An End �eM Permit shag be obtained tmm ft City EnQMer prior b commencing arry VAN%. 4 IRRIGATION R I G ATI O
0
2. AN work shall be performed acciording to current City standards and the Standard tons for Public works Constroctioq. L5 IRRIGATION SPECIFICATIONS
Z RANCHO CUCAMONGA
CANTING DETAILS & SPE IFI
m � In t kx�t recommendations L6 P SPECIFICATIONS
Z > 3. At the cvndusbn of rough gradktg, an agronomic sops report assail be tw slid b the City Inspector and all s S
from such a report shall supersede softs amendment reciDmmendetions shown on the plans.
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— — — — 1. Upon corrcompletion d Instartbn, a malntenanoe period d one hundred and eightytt)� days K rege,lrsd prior b final acceptance d ilia
HIGHLAND AV
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work by the City. Maintenance shall Inck►de mooring, weedng, kTigstlon, pruning, raising tree root bans which settle below grade,
LlertPring and apq�ing such sprays as are nemsmy for proper care and upkeep. Maintenance also Includes all repairs, replacement,
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ITE wr h coverage.�. , de�*Nng and ac�lulEting nears �sry b keep the Irrigation system h good working order with props Dove age Cgt>'t+>rttcett>enSdate for
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Me-zv1nti'lniancs–wtl�„tball kLuRtQvId,.14wf'.ltlng by tha City Insp_qclpl. Maintenance period shall be adequate to verify
ET I uANDA �� � plant characteristics and establishment.
�
11 F 0 N T A N A S. Oro oontro W chart shall be prov~ br each controller. Controller chart shall be the maximum size the controller door will allow
GT and shah show the area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system.
VICTORIA Nowerov,, in M went the controller ssgjance Is not legible when the drawing is reduced. It shall be enlarged to a size that will be
res ►ys when reduced. The chart shy be a blackline print and a ditferenl color shall be used to show ” area of coverage of each
rmeticW p between two d
Whencompletedthe Put�C Works Inspector. the chart shall be M se led be
statkxt. and p�•�
ti
pbotic, each piece being a minimum of 20 mfts. thick. The chart shall be mounted using Velcro or approved equal type of tape. These
dwts must be complo►ted and in place prior b Mof wr*ptailnce of work by the City.
s. r wide x d' deep concrete tnowslot shall be provided be? on all shrufVMvndoover areas and turf areas. Mowstrips shall also be
in r
povicied ber>�1rM instal fencing where Citymak►ta reed areas are acfl>�n t to privately ma tark>rec! a alas.
7. Sided layout Is coroWurM only. Approval of ft final SWwalk Myout shall be made In the field and ac*med as necessacy to meet
MAINTENANCE RESPONSIBILITY MAP AW condlitirm as approved by the Public Works Inspector and Pro)@^t Planner prior to final oonstructlon. CONSULTANTS
•. App!lctbn Of any chemicals shall be by State licensed personnel. AN pesticide applications require PCA recommendation.
f. Any trees wlthfn No (5) feet of waft, walks, curbs or Other potentially root-damsVed hards-vpe shaft be Installed with rootcontrof
barriers. Prior to backfilling tree(s) planting, contractor shall have the City Inspect root barrier Installation.
MAINTENANCE AREA
10. No uses shalt be planted within three (3) feet of curbs. • PL�fJVX1Al�
THE
HIGHLAND AVENUE IILL
- - -- - - - i t. M uses w b be bcsted: ten Net from a street t. , or reinforced concrete box; Ave feet from Or"
1VGIXlIRTJVC
� w0►t P� pc+ a^fr
------------------------------------------------------------------------------------------T Opproaldt, fire hydrant, underground structure {seg. catch basins. vaults) and sewer lateral Or clean-out; and three feet from any • )>r'OR>E4
_ ,. _ 1 PUBIJC
____ __. 11
_______:_______________�______ _..____�_______,_______.____-__.____-_ __________� water mew a sewer line. KEITH •
L/NAS1C.Lf'l
- :.
_ IRIG'h�l'�`S'tlRl
12. Slopes shall not exceed 3:1 grade behind sidewalk.
x �Y
COMPANIES26 27 29 29 30 31 32 33 3♦ 35
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13. No drainage permitted from private property to City property or for City to drain onto private property.
2995 RSD H14U* COSTA "SA. CA 92626(7f4)540-0800
1 YHITESTONE I PLACE — -- -— - -
25 16 15 I . 4
6 5 0
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QUANTITIES
a - -- ---- _ -- -- - - LANDSCAPE
M
2, 17 14 UCo
74 V ^
TRACT 1 45 Q O V"
f-
23 IE 13 r , •
Z -
--- - -- --
— — I HIGHLAND AVENUE
22 19 12 9 2 9 � CITY
J DATE
- � � DESCRIPTION OF REVISION
C•" APPROVED
CZ;
- -- ---- - �- camp CITY OF RANCHO CUCAKIONC-jA
21 I 20, 1) I 10 I
QUANTITY IZE ANICAL NAME�QMMON NAME Q ! Q
TRACT 13063 142 15 GAL EUCALYPTUS MACULAT SPOTTED GUM
168 5 GAL NANDINA DOMESTICA "HARBOUR DWARF"/COMPACT HEAVENLY BAMBOO ..� •-� TITLE - SHEET
173 5 GAL DIETES BICOLOR/AFRICAN IRIS V
194 5 GAL RAPHIOLEPIS INDICA "BALLERINA"/INDIA HAWTHORN
7014 SF 4" THICK COARSE GRIND SHREDDED MULCH TRACT 13945
9672 SF 2 1/4" LINERS TRACHELOSPERMUM JASMINOIDES/STAR JASMINE
12" O.C.
APPROVED BY ; DATE
O-p,NDsc, 10 CITY ENGINEER / CZU ��/ZG%t�' R C E NO,
SHRUB AND GROUND COVER AREA = 16,686 S.F. p y
�'�� QI P. F(/ �'
h.� S DESIGN REC,'MMEtiOE v
TOTAL AREA OF R.O.W. TO BE MAINTAINED = 16,686 S.F. n -
TOTAL NUMBER OF ACRES IN R.O.W. = 0.38 ACRE ,4
* ORAWN SH[FE T c
OF 6
'rF or:Cl�l�
CHECKED DRAw NG No
- ----- - - - RCE NO---
DATE
O_-DATE ----_—.- FILE NO --
PROJECT SHEET NO. /4 OF ! 9
HIGHLAND AVENUE
OC 1 7 � 2$ •2 f 7 2s 25 f 8
> 1 //i4' r/4� �l " rrq� rr4� r/�4� m
> 1 X33
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—__ - AZ, - -�. -.- _ _� ...- ---_ .____. _"'_ _ --_ ---
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POINT OF CONNECTION. CONTRACTOR Norc TRACT 13945
SHALL RUN A SUPPLY LINE FROM THE u5c O/JE ciltneAlSE /y0/6Tu/sE 3c"5o^ /0006
WATER METER TO THE/1/¢" 40.11 evellzy Roui¢ 1/46ve5. /'10/5rulA& 5FN501q5
BACKFLOW PREVENTER LOCATION. FINAL SNfILG P.� 1A1574U_JM0 T-i'le Z2/1czer�7-iOh/
LOCATION OF THE BACKFLOW PREVENTER of 77/ir- Cf/65EN5C• /rFri<e5eivrgr7V,5- "-oft NOTE:
SHALL BE APPROVED BY THE C177'S F/NyG ^-p-/zo%9G (frR c(Ty inK.) IN-4,r28-0129
When vertical obstructions ( fire hydrants,
REPRESENTATIVE. THIS SYSTEM REQUIRES
�o G.P.M. MAX. AT 8o P.s.i M/� street lights, trees , etc. ) interfere
TS�E 8k-0- O SN4LL AF PLACED ?AeA•GGEL with spray patterns of the sprinkler
To
77'6heads so as to prevent proper coverage,
the irrigation contractor shall field
adjust the irrigation system by installing
CONTROLLER '4' LOCATION. 16, ✓5rfIT/oN �r�•• a quarter circle or half circle sprinkler
AUTOMATIC W4a 410LAJr CONTROLLER 5'6741/Nno wTER /M/owtii97-/5vJ head on each side of the obstruction
INSIDE A VANDAL RESISTANT ENCLOSURE. cuc4mo,,J67A Co!N r( WArE-tt- P,5-ro4cT so as to permit proper coverage with
SEE DETAIL'/ ', SHEET L-'7 CONTRACTOR 7/4-0)87- Z50)/ - C,4^t-05 City Inspector approval.
SHALL COORDINATE THE 120 V.A.C. POWER / wft,_# 22 / /990
SUPPLY TO THIS POINT AND MAKE THE STfIT/c WyTe)1:7, /03 /.s./.
FINAL HOOK-UP. FINAL LOCATION TO BE
4- APPROVEDBYTHE WTY /9SPCG70/t.
�=
_= HIGHLAND AVENUE
w= 28A•/6
>— •9 ?8 �! A•I •la 29 2� �I-l3 �9•l� �o ��d
84" 114" � ��_�,, //14 ♦O
Q- . . O 0 ♦�
-�
_ - - W- _ T
r 11 • !/Z� yLv �,� r//`r 'l/ I ' Y /{t/ �st ' 414
4 4 9 't ^I
-- r -- T itz r - a
!
I
2'
E&- F -- e -Y—� fv 7 ,+� _ ._rt r�4 �. - .�. rz rt L !� rz , - - �-^ �.�F--_.. fir. - r. � — -*"� .-� r i — --_� / rA — 4-
I- /Ll Irl l3rn \Q/4� /J/YK�; O!/�rf ��r /Lr rl /fir✓� /L//� /ir'r .0,►�ifM /Qr I '�l/�fN �!J/,IN/ lyl'/ ,yl/ ��r Mr. ��4r //tA rc `/Nr( �l�Aw r�T ��//4� 7!/4►' Ur/1 ,'�'I
`F l l C C rrI l l ` - 'C 4 1 `f C l 'l Ats,
U= 32 33 GURPS
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g= (TRACT 13063)
TRACT 13945 // 7
CITY PRESSURE CALCULATIONS
N
WATER METER I A SIZE
ELEVATION 14-0(o
XERISCAPE ASSESSMENT
STATIC PRESSURE HIGH
1 II O� % LOW /Ob LEGEND
V�
SOURCE OF INFORMATION CG C) - CALX IRRIGATION[Point Value]
PHONE NUMBER I�4 - - q-501 I SYM MANFCTR, MODEL NO. / DESCRIPTION PM fiPRAp PCS SCREEN REQU 1. Low gallonage irrigation systcm.[20] 20
DATE OF INFORMATION M�I•C� �'��� ��1°iD _
2. Automatic controller.[20] 20
V RAINBIRD 1812-100-LA-SAM-PRS SHRUB POP-UP 20 -33 8 PCS-040 3- Designed to water plants b watering needs.[10] 10
H.G.L. MEAN ELEVATION (REQUIRED IF STATIC PRESSURE UNKNOWN] gn P Y g
W RAINBIRD 1812-10T-LA-SAM-PRS SHRUB POP-UP 20 .43 8 PCS-060 4. Soil moisture sensm.001 10
WATER METER V RAINSIRD 1812-10H-LA-SAM-PRS SHRUB POP-UP 20 .65 8 PCS-090 5- Rain sensors.[5]
MAINTENANCE AREA ELEVATION 0 f 4DIn.I I
O RAINBIRD 1812-80-FLT-SAM-PRS SHRUB POP-UP 20 .33 8 pCS_W
_ 6. Wind senson.[5]
110 x .4W 2-C7
HIGHLAND AVENUE REMOTE CONTROL VALVE A t SIZE Ck RAINSIRD 1812-8T-FLT-SAM-PRS SHRUB POP-UP 20 .43 8 P(S-060 7- Sensitive to slope factors-[5]
- - --- -
---------- --- MAXIMUM DEMAND 2�I Q.P.M. •
�- ---------------•___-- --------------_----------------------- - --�:3 ---._ RAINBIRD 1812-8H-FLT-SAM-PRS SHRUB POP-UP 20 .65 8 PCS 090 8. Reclaimed orrccycled watct.[5]
` ------- ------- ------- ------- --- +---------------- -------
------ ------- ------- ------- ------- __-- i ELEVATION OF --
HIGHEST HEAD 1411-11 a CALSEI.JgE 2000 SERIES ELECTRIC WALL MOUNT CONTROLLER WITH CALSENSE Total Points Claimed: &o
PRESSURE® R.C.V. P.S.I. l& M-T/00J 1000S MOISTURE SENSOR INSTALL THE CONTROLLER IN A MEYERS- [Minimum Points Required: 601
26 27 28 29 30 31 32 33 34 35 OTY. SIZE ITEM P.S.I.LOSS MUEG-1-M285 ENCLOSURE WITH RAIN MASTER 24PC REMOTE CONTROL
PIG-TAIL AND PROVIDE CABLE STUB-OUT FOR FUTURE PHONE
WATER METER MODEM. CONSULT WITH CALSENSE REP. FOR INSTALLATION.
/'14 it R.P. BACKFLOW DEVICE 9 O
or O 2 GATE VALVES CALSENSE ?"M 1-112' FLOW SENSOR.
O.O
YHITESTONE PLACE _ --' r� EBC
//2 ® F O 825Y BV REDUCED PRESSURE BACKFLOW PREVENTION DEVICE.
MASTER VALVE I. �o
aTY
tC /�4" PRESS. REG. FALL O 4. O DESCRIPTION OF REVISION DATE
I 25 I 16 1'3 I
( � B RAINBIRD EFB-CP-PRS SERIES ELECTRIC REMOTE CONTROL VALVE. APPROVAL
W ti 6 5 W �� 2M MAIN LME 4 8
S r MAIN SNE O HARDlE 102 SERIES NORMALLY OPEN ELECTRIC MASTER CONTROL VALVE.-Of' CITY 0 F RANCHO C U CA M 0 N G A
24 17 14 V /1140 REMOTE CONTROL VALVE ASSEMBLY 9.0 N NIBCO T-113 LINE SIZE GATE VALVE. �pNDSCgp
Q X7.5
TRACT 1 45 ,4✓ LATERAL LINE LOSS P
_ _ P `R
- ��� O RAINBIRD No.33 DLRC QUICK COUPLING VALVE WITH YELLOW VINYL COVER, O c►
� r. O (i y
LATERAL E LOSS 50 C Z
23 I 18 13 e 3 F' LA LLIN AT , LF.O.C. , . n IRRIGATION PLAN
I LATERAL UNE LOSS APPROVED LATERAL LINE SCH.40 PVC PIPE. SIZE AS NOTED. #
' FlTTiNGS LOSS`,�' .� 3 �
22 19 12 9 2 9 ELEVATION CHANGE V 2.5 --- APPROVED MAINLINE 1 1/2'AND SMALLER SCH.40 PVC PIPE. TRACT 13945
�r�r ���
r 2"AND LARGER CL 315 PVC PIPE. EOF CALF
J `
V TOTAL SYSTEM LOSSES: 40.97 =_-= APPROVED 4'MINIMUM SCH. 40 PVC SLEEVE. INSTALL 24"BELOW FINISHED - DATE _; --f
21 2011 10 1 GRADE. EXTEND 12" PAST EDGE OF PAVING. APPROVED BY
I I PRESSURE TO OPERATE HEAD: D O
CITY ENGINEER R.C.E. No. 2*K73
— APPROVED 2"MINIMUM SCH.40 PVC ELECTRIC CONDUIT. -
TRACT 13063 TOTAL PRESSURE REOUIRED: JZ e DESIGN BY: THE �.. REco1dA1ENDED
EXISTING DOMESTIC WATER METER BY DEVELOPER.
LOWEST STATIC PRESSURE AVAILABLE: /00.0 i EMi
PRE-SET REGULATED PRESSURE OF REOUIRED): 06.0(2 O wll"04 -3 4500 rr-e_-,-vJfC AUL-,1Tf JGr V,lLVG. DRAWN BY: vJ COMRA1yIE,S� S411
RESIDUAL WATER PRESSURE:
L2 Vf
XrL&I*,Vr r1—V—CA%*V,I'M,SJr,rMr,
CITY REOUIRED RESIDUAL WATER PRESSURE:* 15.20 PSI = - CHECKED BY: DRAINING NO.
FOR PLANTING PLAN SEE SHEET L3 SCALE: 1'=20'-O" R.C.E. NO ( o -L
•
DATE JOB NO. A193-001 l 4[O
PROJLG I SHLEI' NO. L OF
I_
U_
W
HIGHLAND AVENUE
01 caj�: a pb r
AM HOLLa pE R C I'TY rd�'D5►p � +
S d F- _ W
O V V V p V pV + + ♦r + + a D p D p •� V V V p V V V V p p D
4 + + + } D D V V V D V V D D D D V p
O\A
W
0 0 0 0 0 o
ftfk CM 0Tb. Gro
MAN14ot_t PtR cITY STD. 510
TRACT 13945
I�Ht�.lp �E,r.l ♦
F-
T
IAo
_E
�= HIGHLAND AVENUE _ _ _
Ma11MoL.L #VRcr•TY faTD. 5ro
cc
W= �ty — MAM401.9 PER GI'TY 40TD. 510
+
4-
G ♦(�
. OO= �j
M �C>. j77
W= V V V V p D V D V V V V V V + 4 i
`W= D V V D V V D D D D D p V V a J + + ♦ { 1 { -a + 1 a + a
W
Z� GL.(F-P�
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UFZF
_
"`'� c"I
�_ E '� U*�E (TRACT 13063) ,
TRACT 13945
XERISCAPE ASSESSMENT
POIN'T'S
PLANTING LEGENDCLAIMED
LANDSCAPE [Point Value]
SYMBOL BOTAPnAL NAME COMMON NAME SIZE REMARKS OTY. 1. Water conserving plants.[201 20
• SPOTTED GUM 15 GAL.* REPLACEMENT 142 2. Turf limited to 25% (45% residential.[20] 20
EUCALYPTUS MACULATA WINDROW 8' O.C. 3. Plants grouped by watering need.[101 10
4. Ha:dscape (non-irrigated) surfaces-001 10
TRACHELOSPERMUM JASMINOIDES STAR JASMINE 2-1 /4" SO. 12" O.C. 9672 S.F. S. Permeable paving.[Sj --
MAINTENANCE AREA
LINERS 6. Low-water turf varieties.(51
7. Mulch provided in non-ground cover areas.[51 r.
HIGHLAND AVENUE BLUE RESON NURSERIES GRADING OPERATIONS SHALL
4' THICK.COARSEGRNU AVALABLE THROUCR ORANGE, CALIFORNIA ACCOMODATE 4" OF 7014 S.F. 8. Soil amendments.[51 5
_�- - __-��-z SHREDDED MULCH (714) 633-3666 SHREDDED MULCH
[ .. ---------------------------__.- ------ ------ ------- ---------i Total Points Claimed: -7o---- -----
- - - ---- [Minimum Points Required: 601
26 27 26 29 30 31 32 33 34 35 O NANDINA DOMESTICA COMPACT HEAVENLY 5 GAL. 3' O.C. 158
'HARBOUR DWARF' BAMBOO
Q DIETES BICOLOR AFRICAN IRIS 5 GAL. 3' O.C. 162
r -- RAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL. 3' O.C. 194
i�cE ' DAA
—� VHITESToNE �� —•—• - aTY
'BALLERINA'O DESCRIPTION OF REVISION APPROVAL
25
I 16 IS I 6 5 W Q
TURF-BLOCK AVALABLE TFfiOUCHt ASSOCIATED CONCRETE PRODUCTS CITY OF RANCHO C U C A M 0 N G A
24 i 17 �RAC
4 4301 W. MACARTHUR BLVD.
1 45 ' Q SANTA ANA, CA 92704
cc (714) 557-7470 PLANTING PLAN
23 � to 13 i a 3
22 19 12 y 2 I NOTE : QUANTITIES SHOWN ON THE LEGEND ARE FOR BID DEVELOPER SHALL CONTACT COMMUNITY TRACT 13945
PURPOSES ONLY. FINAL QUANTITIES OF PLANT AND PARK DEVELOPMENT, (714)989-1851,
�PNDSCgpF
VIPMATERIALS INSTALLED SHALL BE GOVERNED BY PRIOR TO ORDERING 15 GALLON SIZE TREES. ����'JO P F q9� APPROVED 8Y DATE 4/l3-
2, 20 11 I to i HE TED PLANT SPACING
y CITY ENGINEER R.C.E. NO. 249h3
cc
TRACT 13063 N n DESIGN BY: __ THE
RECOMMENDED
.,___.
KEITH "
rW1V All trees are to be located: ten feet from any OF CDRAWN BY; COMPANIES
light standard, power pole, or reinforced :—_ L3 OF 6
concrete box; five feet from any drive .,,,.,,.,....�.,..�... u•�r.,..,-w,�.,.•••
approach, fire hydrant, or underground
structure (e.g. , catch basins, vaults) ; and -- ------" CHECKED BY: DRIMANC N0.
three feet from any, meter. FOR IRRIGATION PLAN SEE SHEET L2 SCALE 1'=20'-0' R.C.E. `
pADATEJOB N0.. D _ L
A193-001 ��" (j
PROJECT SHEET NO. OF � q
_, + -•-- AMW�sr_•__�_ -.mases �w.+r. .r...+rs_r.�r.w�.r.. +..+c•o..-rsr.•r•rae-=svi.erss.c��a-sdL a�..�r.r.ve�.-tea +.:- -�rr.rs :r�..-rr-r.t--�ss_rra._a�erer:.�ar --.:r.as�+nr:�a�.zat:•-•.���►�3 tf=.r a_s.._ _w•:a.- - Via:-L �..-- -Esc. ._yst•���_ --r-- _ _ ..... .-_
'�►'� 'SlrV►i,aC'-.-JL-••'-'r--•F7<s_. .Ji
COrrC BALTI M[ 1 CA COVERc, RAIN 1IRD33 DLRCWITH TELLOW
NAPKEC ,IRRIGATION Ncv, ROUND GGv� r VALVE BOX 1 COVER STRUCTURE OR
1 %misty" 09 801 a 990 LIB 0-1P�7 ORMA'I0N GATE" -'C-V•" RUBBER CAP - SUPPLY ONE KEY RARDSCAPINC
"CHRI�TY" FL8 BOX i FLBD LID (Oa EQUAL) PER 1I QCV'S INCLUDING NOSE CALSENSE RENDITION OF TYPICAL
I. EJvtP•El#r r0 K :•STAtLEO Ar It 'tint" or 24' FROM Mr frtucrt'atf OR "AIMSCAPtR[. SWIVELS.
stue
f0 SPECIFIED
DR • MATH 46' LL " Y LANA ARc4 CONTROLLER INSTALLATION
lKClriEo Ot►TN WITH 4S• ELLS 3" f� ?l:v. 3EJ$ FINISH GRADE ►[NISH GRADE - INSTALL IN
!.•Kr Jet? -f QtT rO A f-OUCT:•E (1•. WKL. ButtOiK• [rC.) 'CLAt TEST COCAS 7R
XM b P+1C NALE AOAIIDR PLANTER BED ONLY 1B Ma t
CrEr 7A rCN•S+AtA:':A[ StJt. -— -_.--- rrr 1i --
! . 1,
Lint B12a0 BRASS IRlltl RI ML[
"TE VALVE �lAASS r1rr.E 'H: ►. :�. i:A::S I _J c i~- = I!' bl ACV% i� • �>•
'SHWA-TITS• VATIRPODIP Et WCTORS ' -fr. • • Q
1rA1S )0' t:. • ' �::Al 121 M. :ES 1' to Lim AREAS I _ _~dill
r ER KNIT KDS ELECTRIC COMTROI MaLVI I A
FIRISHI TRADE Z' I IjJI) •• r
PASS VPK[ STAINLESS STEEL
s _
IRAs$ rat s-u1Rt• •t-" W •tS" _ ( I J I BRASS NIPPLE
SCREV CLAMP UNI 'CA(L SCA(CV # ` r --Ili TALI tIPANS101 i BRASS 90' ELL MINIMUM (3) PLACES �=
- 12• TNlCt 2• .;:[ ::v:a(rE rrJ
IlkLOOP (NIM. 24- LONG) III:' III BRASS 90' STREET ELL
—MASS ARCH[ [LOK 11, 3R.SS GA-- l4LV_ f4 REBAR STAKE ` — — �. , CCOOM WIRE—
'tEVeT" ru:Es r(A w,�r���,Hz;A1 � ;t•!;�—� � GA-r � • e BRASS NIPPLE - 6" LONG �VALVES
} 1 k.�( 'o Cr�:r +T +tr:is is _ Ili, -- !r �- !I BRASS 90' STREET ELL
i �,NOTED � VALVE r/UNION WITH 3RCti.� nIAND'�HEEL a (24' LONG) /
-t s
rtvlSN GRAD[ — LVE 1
pp
7 Jill
—MSS NE 1/4' WASHED CRUEDCMI
GGHETE
WIRES WASHED CRUSHE
g IEli — BRASS RIPPLE - r.rlu _x
t - H Bo PIC NIPPLE = o'_ o •••• =i-1 III AGGREGATE BASE I CALSEMSE
'�' u) "IS _—_ I
l2'•l2' 12- CONC4ETE . CORTROL 4 CORD"WIRES _'I `• 6 ' "
WATER FLOW IN
SCM AO rrC "Al( ADArTDAS
---�got :7•PACTICw A= rmsuir ILC KS
- rrrt.Al I
IIII!L III!! _
AEJu:RED 'I, (21 PIKES
SCH 40 PXS&SiT TEE PRESSURE SUMV LINE L SCH 40 PVC MALE ADAPTORS I I
A,
e_ O - TYPICAL (1) PLACES M:
N
Z
Ca�J 1 I LIRE TO SrSTENS 1. INSTALL 0WrROL UKRS A NINMI1 Or Ir FROM STRUCMS OR IMRDSCAPIIN. a3 O O M
I ski
.O � � rtli—� 2. INSTALL VALVES la PUNT BEDS WEREYIR POSSIBLE NEXT TO SIDEWALKS. PRESSURE SUPPLY a�
` 11ASS "' ELL - TTP;CAL ]- KK( VALVE 101 AT RIGHT ANGLES TO STRUCTURES OR WDSCAPING. NOTE:
LINE FITTING MASTER FL!]W )BACK-FLOW WATER
(2) PLKIs 4. PNCE AINKILATE PRIOR TO INSTALLATION OF VALVE 801. l_ PRESSURE SUPPLY LINE VALVE SEKSOt P'REVENTER METER "
S. ATTACH 'MIS"* VALVE IDENTIFICATION TAG WITH APPROPRIATE COX, 1.E1 AND 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �AQDIE I (� �VEI.OPE2�
HALVE strsEA , TO CDtHTAOt TIRE. �Al>tiEf�SE ��0 R.P
n.
_- � ^ . ` t"' 102 st;,PtEs 220-P I{• 8�Y � r✓/ R (IF OPPLICA�
A BACKFLOW PREVENTER B CONTROL VALVE C GATE VALVE D QUIC�h COUrLING \IALJc
CALSENSE FIRM 001E 11/02/88
1/2• A8CYE F',NISM ;RACE
�41-POP SMRLB "(AD
Pt!IISM ;RACE RDW00i'ICRETIVALYE BOX 1 COMER
Bel ( FMRrED 'PRESSURE REGULATOR' PL01I 8EIf301t NOTES POE 'CALSEN3E" OIfLT
RREAS ELECTRICALr IN PLANT BEDS FINISH GRADE
C[If'ECT[!(S
FINISH GRAVE CalSense Model 220? shall be installed in-line, one (1) per water meter, se
per notes, with 010" diameters of sensor-sized pipe upstream of flow sensor GENERAL NOTES
_ COMMON WIRE SFIIS�iR and "S" diameters of sensor-Sized pipe downstream (pipe Sized as per flow
N y CONTROL ••••.• sensor size), Eg: 2w mainline, 2w sensor: 20w of 2w PVC upstream and 10w
of ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN
NOH-►PRESSURE LATERAL �(�fl '' �'illy VALVE WIRE Bl1RY WITHIN 2" PVC downstream; 2" mainline, 1}" sensor: 15" of 11" PVC upstream and LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE(2X)THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL
LINE i FITTING QG[ pj -_-- ROOT SYSTEM Ti" of 11" PVC downstream. WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REOUIRED NUMBER OF WIRES UNDER PAVING.
MARLEX 90• STREET s I
ILL = PILE FROM METER R e- PRESSURE REGULATOR \1 AWG WIRE Row sensors shall be Installed ten (10) pipe diameters upstream or down- ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO
•
PIPE TO BACKFLOW TO SEMSM stream loom any valve, fitting, meter or backflow device. PAVING.
r IREYEI(TOR
- '`�tF`-��— PIPE SAES SHAM CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTbNS OF SMALLER PIPE SIZES
• + FLOW > Mires hom !low sensor to controller shall consist of one (1) black and one (1) SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
SCH 40 PVC 90• STREET Eu I, sed standard 114 irrigation valve wires. REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID RE-)ECTON.
MARLEX 90' STREET ELL
Row sensor shall be housed in a valve box as per irrigation remote control FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL 13E APPROVED BY Q" AUTHORIZED
• REPRESENTATIVE
SCH 10 WC NIPPLE - TYPICAL (2) PLACES = ""`�'•4'uv:�.'a'��.,'r+-•.P` Valves specified on plans and marked "P.S."
NOTE: CALSENSE FORM M3 Il/0t Row sensors available !tom B'1ch Murray 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE
1. LOCATE BRAD s• FROM WALKS, CURBS, NARDSUPING, NOW STRIP, HEADER BOARD, ANo II �� C� � IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE
EDGE Or LAMA(.
3/4' WASHED CRUSHED Af•GREWTE LOTS Corte Del Nogal, Suite J
CONTROLLER
2. LOCATE STREAM SPRATS f- FROM ALL STRUCTURES, AND SPRAT HEADS 12' FROM ALL BASF
GRADE/4-4 4 d, 9ICULAR TO FPM GRADE OTHERWISE SPECIFICED.
STRUCTURES IN SHRUB AREAS 8UT 6- FROM ALL S72LXTURES IN GROUND COYER AREAS. Carlsbad,
5S-0111A2009
9
ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR]. RASE TEFLON TATE ON All MALE THREADS.
E P f PRESSURE REGULATr1G VALVE CALSENSE SENSOR INSTALLATION THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
SHRUBS RAY POP U P Specification "Ole°` COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE
REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH
NOT: 1. Size flow sensor Dor minimum flow.detection 'rather than line size:• SYSTEM.
1. LOCATE HEAD 2' FROM MALKS, CURBS. MAROSCAPING, NOW STRIP, HEADER BOARD, AND
EDGE OF LAWN. 1 2 gpm min- THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN
2. LOCATE MEAD 6~ FROM All STRUCTURES. SLIP BASE SOCKET OVER ENO OF WIRES 1 1/2" - s gpm min. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE THE CONTRACTOR
1• in TURF AREAS SHALL LOCATE ALL VALVES IN SHRUB AREAS.
3. USE TEFLON TAPE ON ALL PALE THREADS. C+����VALVE BILK _
!" � 10 gpm min.
STEP 1 WITH t-6' EAtTETiSITXlS AND 3" Iii SFRU) AREAS
ter... "" LOCKING COVER. IN AMETEK z4" 2s rpm min. R IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE
4. INSTALL MEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATI FEATURE AS (R EQUAL. FINISH GRADE
PER THE IRRIGATION PLAN. LST�21P WIRES APPROX. S/S" FROM ENDS-TWIST TCGETRER E-g-, trregardless of line mise, use the irrigation valve with the lowest DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION
_ LW14 flow and size the flow sensor accordingly. If the mainline were 21" and CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK HE SHALL COORDINATE HIS
APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL o EXTENSIONWORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS
FLUSH N -UP TURF HEAD CAVITY WITH SEALER WATER-P11 - NAM the lowest flow through the smallest valve were S gpm, then specify a
=) I I THROUGH WALLS,UNDER ROADWAYS AND PAVING,ETC.
1/2" 101 SOD CI]litiECTIC?IS - JUMBO IDK 1}" flow sensor (because a 2" sensor can read only a minimum of 10
FINISH GRADE
STEP 2 -
.,.,� s PIPE rz BLAcx gpm>.
. 1111; DIAMETER$ RED • i0 DIAMETERS DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN R IS OBVIOUS IN THE
lil!L ri,
PUT CRTMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE _IL " FIELD THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST
1rgpvc.! I I ) I'i i � II � FLOW2. To ntili:e a flow seTLsor, each controller bcstfon mast De isolated ffom
7IIID !I llllll I - 1 Il .. AND CUT OFF EXCESS WIRE - THAT MIGHT NOT HAVE BEEN CONSaDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERNCES SHOULD
/-PULL BASE SOCKET 0r--R END AS FAR AS POSSIBILE MAINLINE the irrigation lines: 1 water meter, 1 Dacktlow, 1 master valve, 1 flow BE BROUGHT TO THE ATTENTION OF T:!E C/7y'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS
JIII� I,h„ sensor, 1 controller. A system with a 4" math and S controllers can NOTIFICATION IS NOT PERFORMED,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
_ STEP "' , • I A l I a� I utilize a flow sensor if each branch or sub-main has its own master ANY REVISIONS NECESSARY.
} •
7SSEALINGkUG INTO BASE SOCXET EMTEM M valve, its own controller and its own sensor.
PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE A• Igli
SCM 00 PVC NIPPLE COMPLETE SEALI'IG 0► CONtIECTION a �, PEA GRAVEL ALL SPRINKLER EOUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER
_ � � - To shut off the main only, Notes 1 and 2 do not apply. MAMJFACTURERS RECOMMENDATIONS AND SPECIFICATIONS.
:. ''
^ MARLEX 90' STREET E (MINIMUM 3" BONG) _. �jO,���p DRAIN SUMP REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
STEP l �� .,,,� Por additional Information about 118 1 or 2, contact Gentile Associates.
SCM 80 PVC NIPP SCH 40 PVC TAT 90' ELL
J
(6" LONG) RAIN91RD SNAP-TITS WIRE CONNECTOR
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND
CALSENSE FORM MI tl/Ot/!0 MAY NOT BE REOUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE
cALSVIRS3 MOISTURE SENSOR NOTES ON-SITE GRADES. IF THERF IS AN ELEVATION DIFFERENCE OF 24'OR MORE BETWEEN THE HIGHEST HEAD AND
—-- LOWEST HEAD ON A SYSTEM,THE ADV'S SHALL BE INSTALLED PER THE DETAIL-
NON-PRESSURE LATERAL BINE i FITTING
THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS.
MARLEX 90' Ell
This protect requires one (1) CalSense moisture sensor for every four (4)
irrigation valves, e.g., a CalSense model 2000-24 STA requires i moisture
POP UP LAWN SPRAY H WIRE CONNECTOR CALSENSE FLOW SENSOR INSTALLATION sensors.
Installation or placement of moisture sensors shall be the responsibility of the
manufacturer.
rErERS
1--'-11AROSCAP IMG Por installation and purchase information contact: ALL STATED GALLONAGES IN VALVE CA L-0IITS ARE ROUNDED UP TO NEAREST GALLON.
n[rnlc .[TCB V� `�
COLOR Coi WTOR VALvt I I Rich Murray
LOCATION LNStot (rtl. srtC'$-) lei Itj-. CalSense
0 INV V- C&I I aLLTIR _ 2076 Corte Del Nogst, Suite J
--- � 1 "! I j �r)L I ljl Carlsbad, California 92009
,^ I WALL NOVWT CONTRULL[R- I
FOrITNIN tMCLOSURt, g
L---J 120 voLT will IN BICID sUNT ett I � i X 14 458 Q12�
CONDUIT (PEA LOCAL COD[) i LI CLEAN BACKFILL - SEE SPECS. FOR VIII
oN•Orr SWITCH ANO 110 VOLT
0 tRION OUTLET Tu M POOVID[OOr = I � MATERIAL. 90S COMPACTION REQUIRED
-- 1 co01TucTot. _ CLEAR IAtxFill SEE SPECS. FOR DESCRIPTION OF REVISION DATE STM
I• I Loa N T OL rtRts 101 ]" I = MATERIAL, 90% COKPACTION REQUIRED APPROVAL
cOMMO r I RU rco01Tt m
.� S". Oa CONDUIT _ CITY OF RANCHO C U C A M O N A
s •- coH+<ACTt ►OOTIIrC NON-PRESSURE LATERAL LIME: St?i. 4D �, .
NIM. 2 IaaTAll A NIMIMLAI or 1- ABOvt SNAKE 1lPE IN TRENCH SAND
ORAD[ An SLOP[ TO TO DRAIN - •
E 4 �;, w AT A NIMINUN or 2tI — ie NON-PRESSURE LATERAL LINE SLEEVE
r II. I 1, 43gd I�
BIP 12 011ICT BURIAL VIRINC TO - PRESSURE SUPPLY LINE: SCN. 40/CL.31S - DIAMETER 0 NON PRESSURE
• � �.. SIZE TWICE Ol T F -
TALvIES, Bu"L[ AAs TAn [VERT f� 1'I LATERAL LINE
�----- �" SNAKE PIPE IN TRENCH
IS e.C. INSTALL YITIItM MAIN ��( �''ddll� ill{ CONTROL MIRE SLEEVE • SIZE PER PLAN IRRIGATION DETAILS
INSTALL ADJACENT TO PRESSWE SUPPLY
Knt to O[TAu tlo.
OOTES: � I ��-------- PROVIDE 2' OF CLEAN BACKFILL - LINE
II111 :;Ili �= 1! '.'I � - if
1. INtTALL CONT. Us nR NPC. Mt0TE4 INSTRUCTTONB A» nR LOCAL OOOq I \ I TRACT 13945
LOCATION To K APPRMtO 10 PItu IT TIME C17YR4100 TD CW.TVxr/oA1 121 TYPICAL CONTROL VIRES - BUNDLE AND TAPE '14--PRESSURE SUPPLY LINE SLEEVE - SIZE
PCNlsar 2 coATs AAri9ue0Wnt'Sfx/-d(0sS 6464'Hrf AT 15' 4.C. AND INSTALL OE•4I fnI TWICE DIAMETER OF PRESSURE SUPPLY
2. Cocas rtU TO K WNITIE ANO CONTEOL rttt TO n GAB to COLOR. TO PRESSURE SUPPLY LIME LINE
BOR. ratTK. ' TTP NDSCq APPROVED BY *a
]
NO SPL1CtS SMALL K MAA[ B[TVLIIN COBPTIoLL[R Alm
RsrloT•t CONT A � DATE
•. CONTRo,. rIRINC StQVtMft CORR[SPONpf To OPtRATINC UQUtnL-t OF It'" E CONttOC C O\A
TALVts AAO AUTORATIC srttN[Las eorrTsol MET STATION CONNECTION seQvtact. F9,� CITY ENGINEER/ R.C.E. NO. ?�'�
UQUI*CL SNOW OM KTAIL 13 POR UnB[Lrct DOLT - $at ilt1CAT1001 "LAM Pot tetJ 00 P F� �y
CORR[CT RALV9 S[Qtl[Ntt. •
_ OE SIC>J BY: RECO ENOEU
DOW o01t tsrRA r t u (cOta oaA
NCE) TO FAM95? KV • PON FUTVI1a IV"-
S. IlN •moiw
1. ALL SLITM TO u RAN 4Q M. � 'f[ IE ,_....,
4�LL .
NOTE: 2.
:.".�
2. EXTEND All SLEEVES 12' BEYOND EDGE OF NAROSCAPIN6 AT IOTN ;F110S. N . 344 DRAWN BY: �«1 I •- SW
A Ra•nr. NO.: trot T»-R•M v S IN DIRECTION.
rANwP eTt1R[ l• PIGTAIL AND 100P CONTROL MIRE AT 90 CHANGES l �►<� F .,,�.'CO>i'v l l'AN I�,S � � L 4 Of s
OF CAL' - ---- _r,i rt,h, w,.r ror 14�r�:1•r h-,•r'IAt•rrw,r
CHECKED BY: DRAWING NO.
CONTROLLER J TRENCHING TYPICAL SLEEVING R.^..E 010.
GATE .108 NO. A193-001
PART 1 - GENERAL
1.01 DESCRIPTION a. Index sheet stating Contractor's address and telephone 3. Gate valves 3' and smaller shall be similar to those manufactured 1. Dig trenches straight and support pipe continuously oa bottom of B. Testing of Irrigation System:
number, list of equipment with name and addresses of local by Nibco or approved equal. trench. Lay out to an even grade. Trenching excavation shall
A. Scope of Work: manufacturer's representative. follow layout indicated on drawings and as noted. 1. Request presence of Architect 49 hours in advance of each
4. All gate valves shall be installed per installation detail. testing procedure.
Provide all labor, materials, transportation, and services necessary b. Catalog and parts sheets on every material and equipment 2. Provide for a minimum of eighteen (le) inches cover for all
to furnish and install Irrigation Systems as shown on the drawings installed under this contract. F. Quick Coupling valves: pressure supply lines. 2. Test pressure lines under hydrostatic pressure at 150 pounds per
and described herein. square inch, and prove watertight.
C. Guarantee statement. 1. Quick coupling valves shall have a brass two-piece body with 3. Provide for a minimum cover of twelve 1121 inches for all non-
1.02 QUALITY ASSURANCE i REOUIREMrNTS locking vinyl cap designed for working pressure of 150 PSI pressure lines. Note: Testing of pressure mainlines shall occur prior to installation
d. Complete operating and maintenance instruction on all major operable with quick coupler. Key size and type shall be as shown of electric control valves.
A. Permits and Fees: equipment. on plans. 4. Provide for a minimum cover of eighteen 119) inches for all
control wiring. 3. Test piping under to-be-paved areas under hydrostatic pressure of
The Contractor shall obtain and pay for any and all permits and all 2. In addition to the above mentioned maintenance manuals, provide G. Backflow Prevention Units: 150 pounds per square inch, and prove watertight prior to paving.
inspections as required. the Owner's maintenance personnel with instructions for major S. Provide for a minimum cover of twenty four (24'1 inches for all
equipment and show evidence in writing to the Cir., at the 1. Backflow prevention units shall be of size and type indicated on sleeves crossing pavement and drives, and extend 12' post edge 4. Sustain pressure in lines for at least 2 hours without pressure
B. Manufacturer's Directions: conclusion of the project that this service has been rendered. the irrigation drawings. Install backflow prevention units in of pavement into the planting area. drop. If pressure drops within 2 hours, replace )oints and repeat
accordance with irrigation construction details. test until such time as no pressure drops occur.
Manufacturer's directions and detailed drawings shall be followed E. Equipment to be Furnished: B. Backfilling:
in all cases where the manufacturers of articles used in this 2. Wye strainers at backflow prevention units shall have a bronzed S. Provide necessary force pump and other testing equipment necessary.
contract furnish directions covering points not shown in the drawings 1. 'Supply as a part of this contract the following tools: screwed body with 60 mesh monel screen and shall be similar to 1. The trenches shall not be backfilled until all required tests are
and specifications. A. Six (6) bodies with four (4) inserts each, if required by bailey 41008 or approved equal. performed. Trenches shall be carefully backfilled with the 6. When the sprinkler irrigation system is completed, perform a
City Inspector excavated materials approved for backfilling, consisting of earth, coverage test to determine if the water coverage for planting
C. Ordinances and Regulations: B. Two (2) sets of special tools required for removing, dis- H. Check valves: loam, sandy clay, sand, or other approved materials, free from large areas is complete and adequate. Correct inadequacies due to
assembling and adjusting each type of sprinkler and valve clods of earth or stones. Backfill shall be mechanically compacted deviations from drawings, or where system has willfully been
All local, municipal and state laws,and rules and regulations supplied on this project, if required by City Inspector. 1. Anti-drain valves shall be of heavy duty virgin PVC construction in 'andsca ed areas to a dry density equal to adjacent undisturbed
installed without bringing possible deficiencies to the attention
governing or relating to any portion of this work are hereby C. One (1) soil probe, if required by City Inspector. with F.I.P. thread inlet and outlet. Internal parts shall be soil in planting areas. Backfkill will conform to adjacent grades of the Architect in advance. Perform these tests prior to
incorporated into and made a part of these specifications, and their D. One (1) five foot _valve key for operation of gate valves, stainless steel and neoprene. Anti-drain valve shall be field without dips, sunken areas, humps or other surface irregularities.
provisions shall be carried out b the contractor. Anything contained if required by City Inspector.
P P 9 planting of ground covers.
Y Y 9 adjustable against drawout from S to 40 feet of head. Anti-drain
in these specifications shall not be construed to conflict with any of E. One (1) valve box key. valve shall be similar to the Valcon 'ADV' or approved equal. 2. A fine granular material backfill will be initially placed on all 3.06 MAINTENANCE
the above rules and regulations or requirements of the same. However, F. Two (2) keys for each automatic controller. lines. No foreign matter larger than one-half 11/2) inch in size
when these specifications and drawings call for or describe materials, G. Two (2) keys for each controller enclosure. I. Control Wiring: will be permitted in the initial backfill . A. Ensure complete successful system operation for 7 days under automatic
workmanship, or construction of a better quality, higher standard, or H. One (1) quick coupler key and matching hose swivel for each operation prior to any subsequent construction operations such as
larger size than is required by the above rules and regulations, the ten (10) quick coupling valves installed. 1. Connections between the automatic controllers and the electric 3. Flooding of trenches will be permitted only with approval of the plantings.
provisions of these specifications and drawings shall take precedence. I Four (4) rotors (when used. ) control valves shall be made with direct burial copper wire Architect.
2. The above mentioned equipment shall. be turned over to the City AWG-U-F. 600 volt. Pilot wires shall be a different color wire 3.07 CLEAN-UP
D. Explanation of Drawings: at the conclusion of the project. Before final inspection can for each automatic controller. Common wires shall be white with 4. If settlement occurs and subsequent adjustments in pipe, valves,
occur, written evidence that the City has received material a different color stripe for each automatic controller. Install s inkler heads, lawn or planting. or other construction are
1. Due to the scale of drawings, it is not possible to indicate all 1.04 must-be shown to the City Inspector. P P 9 A. Clean-up after each portion of this work. Legally remove refuse and
offsets, fittings, sleeves, etc. which may be required. The PRODUCT DELIVERY, ST0RAGE AND HANDLING in accordance wash shalt manufacturer's specifications and were necessary, the Contractor shall make all required adjustments excess dirt from clic, walks and paving by broomanq and washing down.
chert. In no case shall ware size be less than W14. without cost to the Owner.
contractor shall carefully investigate the structural and finished A. Handling of PVC Pipe and Fittings: B. Correct damages to work of others \to original condition.
W conditions affecting all of his work and plan his work accordingly, 1 2. Miring shall occupy the same trench and shall be installed along C. Trenching and Backfill Under Paving:
furnishing such fittings, etc. as may be required to meet such The Contractor is cautioned to exercise care in handling, loading, the same route as pressure supply or aateral lines wherever 3.09 FINAL OBSERVATION PRIOR TO FINAL ACCEPTANCE
conditions. Drawings are generally da• ram,•atic and indicative of unloading, and storing o V n
9 Y f PVC i and fittings. All PVC pipe shall
9 9 9 pipe g P P stable. paving, asphaltic
the work to be s Po 1. Backfill trenches located under areas where p a q, p
installed.
The work shall De installed an such • De transported in • vehicle which allows the length 1 e 1 c of i to lie
q pipe concrete, w sand 6 Aches under the pipe and
concrete or co cr ce, ith sa 1 p P A. Operate each system in its entirety for the Architect 4 MY PW pT1HC Gr
a manner as to avoid conflicts between irrigation systems, flat so as not to subject it to undue bending or concentrated external 3. Where more than one 11) wire is placed in a trench, the wirin 3 inches over - and compacted acted in la layers to 95 rcent com action
9 Pe P v
P Y final observation. Rework items not to Architect's satisfaction.
planting, and architectural features. load at any point. Any section of pipe that has been dented or shall be taped together at intervals of ten (10) feet. using ranual or mechanical tampinq devices. Compact trenches for
damaged will be discarded and, if installed, shall be replaced with piping to equal the compaction of the existing adjacent undis- B. Show evidence that CI has received accessories, charts, record
2. h word I
The rd G a mast N
s d herein shall refer to the new piping..
N G 5• P P 9 4. Provide an expansion curl within 3 fees of each were connection. turbed soil and leave an a farm unyielding conditon. Leave
authorizes representative. I ' Y 9 drawings, tools and equipment required before final inspection can
1.05 GUARANTEE Ensure sufficient length of expansion curl at each splice trenches flush with the adjoining grade. occur.
3. All work called for on the drawings b noses or details shall be connection at each electrical control so that In case of repair,
q Y the valve bonnet may be brought to the surface without discon- 2, Generally, piping under existing walks is done by jacking, 3.09 OBSERVATION SCHEDULE
furnished and installed whether or not specifically mentioned in A. The guarantee for the sprinkler irrigation system shall be made in netting the control wares. Loosely lay control wires in trench boring or hydraulic driving, but where any cutting or breaking
the specifications. accordance with the attached form. The general conditions and without stress or stretching of control wire conductors. of sidewalks and/or concrete is necessary, it shall be done and A. Provide the following prior notification for the meetings shown:
supplementary conditions of these specifications shall be filed with replaced by the Contractor as part of the contract cost.
4. The Contractor shall not willfully install the irrigation the CIN or his representative prior to acceptance of the irrigation
Permission to cut or break sidewalks and/or concrete chill be a . Pre-job conference - 7 days.
system.
Y 9
system as shown on the drawings when it is obvious in the field obtained from the Architect. No hydraulic driving will be
that obstructions, grade differences or discrepancies in area �, G}J�1, "-''il 'O� �� � 1� S. All splices shall be made with �I permitted under concrete paving.
dimensions exist that might not have been considered in or+6 `fp!P P � - Connector Seaa-
9 ing Packs, . or approved equal.
engineering. Such obstructions or differences should be brought G. A copy of the guarantee form shall be included in the operations Use one splice per connector sealing pack.
to the attention of the Owner's authorized representative. In and maintenance manual.
the event this notification is not performed, the irrigation 6. Field splices between the automatic controller and electrical 3. Provide fora minimum cover of eighteen 1191 inches between the 2. Pressure supply line installation and testing - 49 hours.
contractor shall assume full responsibility for any revision The guarantee form shall be retyped onto the Contractor's control valves will not be allowed without prior approval of the top of the pipe and the bottom of the aggregate base for all
necessary. letterhead and contain the following information: Architect. pressure and non-pressure piping installed under asphaltic 3 Automatic controller installation - 49 hours.
concrete paving and extend 12' past edge of pavement.
1.03 SUBMITTALS GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM J. Automatic Controllers: 4. Control wire installation - 49 hours.
D. Assemblies:
A. Material List: We hereby guarantee that the sprinkler irrigation system 1. Automatic controllers shall be of size and type shown on the S. Lateral line and sprinkler installation - 40 hours.
we have furnished and installed is free from defects in plans. 1. Routing of sprinkler irrigation lines as indicated on the
1. The Contractor shall furnish the articles,equipment, materials, materials and workmanship.- and the work has been completed drawings is diagrammatic. Install lines land various assemblies) 6. Coverage test - 49 hours.
or processes specified by name in the drawings and specifications. in accordance with the drawings and specifications, 2. Final location of automatic controllers shall be approved by the in such a manner as to conform with the details per plans.
No substitution will be allowed without prior written approval ordinary wear and tear and unusal abuse, or neglect excep- owner's authorized representative. 7. Final inspection - 7 calendar days.
by the CITY. ted. We agree to repair or replace defects in materials 2. Install NO multiple assemblies on plastic lines. Provide each
and workmanship, including damages consequential 3. Unless otherwise noted on the plans, the 120 volt electrical power assembly with its own outlet. B. When observations have been witnessed by parties to the Contract other
2. Complete material list shall be submitted prior to performing any to defects in materials and workmanship and repair or to the automatic controller location to be furnished by others. than the Architect, show evidence of such in writing.
work. Material list shall include the manufacturer, model replacement, which develop during one year after completion The final electrical hook-up shall be the responsibility of the 3. Install all assemblies specified herein in accordance with
number and description of all materials and equipment to be used. and acceptance of work, at no cost to CITY . we agree to irrigation contractor s-�tD CgTy- respective detail. In absense of detail drawings or specifications C. Site observations cannot commence without Record Drawings. Parties
make such repairs and replacements within a reasonable time, pertaining to specific items required to complete work, perform requesting observations are subject to hourly reimbursement to others
3. Equipment or materials installed or furnished without prior as determined by CITf-, after receipt of notice. In the K. Electric Control Valves: such work in accordance with best standard practice with prior if observations are requested without all other requirements having
approval of the GIT( may be rejected and the Contractor event of our failure to make such repairs and replacements approval of Architect. been met.
required to remove such materials from the site at his own within a reasonable time after notification by Cir(, we 1. All electric control valves shall have a manual flow adjustment.
expense. authorize CIN to proceed to have such repairs and replace- 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust
ments made at our expense and we will pay all costs and 2. Provide and install one control valve box for each electric and moisture before installation. Installation and solvent
4. Approval of any item, alternate or substitute indicates only that charges upon demand. control valve. welding methods shall be as recommended by the pipe and fitting
the product or products apparently meet the requirements of the manufacturer. END
drawings and specifications on the basis of the information or Project: L. Control valve Boxes:
samples submitted. Location:
S. On PVC to metal connections, the Contractor shall work the metal
Signed: 1. Use 10' x 104' round box for all gate valves, Cn- 6¢ VALve ltyC connections first. Teflon tape or approved equal, shall be used
S. Manufacturer's warranties shall not relieve the Contractor of his Company: rn1 �c� ' r_ �lC
liability under the guarantee. Such warranties shall only Address: wV Fl� Tc- fr1R; fL;T L�� IV./ CfRiiie• on all threaded PVC, and on all threaded PVC to metal joints.
supplement the guarantee. Date of Acceptance: _ Light wrench pressure is all that is required. Where threaded
PVC connections are required, use threaded PVC adapters into
2. Use 9-1/2' x 16' x 11' rectangular box for all electrical control which the pipe may be welded.
B. Record and As-Built Drawings: PART 2 - PRODUCTS
n4 valves, $9 Oa4 f►..10 090 Liv op- /FFp,-vrp E. Line Clearance:
1. The Contractor shall provide and keep up to date a complete 2.01 MATERIALS
'as-built' record set of blue line ozalid prints which shall be M. Sprinkler Heads: All lines shall have a minimum clearance of six 161 inches from each
corrected daily and show every change from the original drawings A. General: Use only now materials of brands and types noted on draw- other and from lines of other trades. Parallel lines shall not be
and specifications and the exact 'as-built' locations, sizes ings, specified herein, or approved equals. 1. All sprinkler heads shall be of the same size, type, and deliver installed directly over one another.
and kinds of equipment. Prints for this purpose may be obtained the same rate of precipitation with the diameter for radiusl of
from the architect at cost. This set of drawings shall be kept B. PVC Pressure Main Line Pipe and Fittings: throw, pressure, and discharge as shown on the plans and/or F. Automatic Controller:
om the site and shall be used only as • record set. specified in these special provisions.
1. Pressure mainline piping for sizes 2' and larger, shall be PVC Install as per manufacturer's instructions. Remote control valves
2. These drawings shall also serve as work progress sheets and shall Class 31S. 2. Spray heads shall have a screw adjustment. shall be connected to controller in numerical sequence as shown on the
be the basis for measurement and payment for work completed. The drawings.
Contractor shall make neat and legible annotations thereon daily 2. Pipe shall be made from an NSF approved Type 1, Grade I, PVC
as the work proceeds, showing the work as actually installed. compound conforming to ASTM resin specification D1794. All G. High Voltage Wiring for Automatic Controller:
These drawings shall be available at all times for inspection and pipe rust meet requirements as set forth in Federal Specification
shall be kept in a location designated by the CITY. PS-22-70, within appropriate standard dimension (S.D.R.) . 1 . Coordinate the 120V. AC. power to the final approved controller
(Solvent-veld plpel .
location.
3. Pressure mainline piping for sizes 1-4' and smaller shall be PVC I.% All spinkler heads of the same type shall be of the same manu- 2. 120 volt power connection to the automatic controller shall be
3. Before the data of the final inspection, the Contractor shall Schedule 40 with solvent welded joints. facturer. provided by the irrigation contractor.
transfer all information from the 'as-built' prints to a
►,w�, �r procured from the Architect. All work shall be 3. All electrical work shall conform to local codes, ordinances and
neat. in ink and subject to the approval of the Gin; 4, Pipe shall be made from NSF approved Type I, Grade I PVC union authorities having jurisdlcation.
4. The Contractor shall dimension from two 12) permanent points of compound conforming to ASTM resin specification 1795. All pipe PART 3 - EXECUTION
reference, building corner, sidewalk, or road intersections, etc., must meet requirements as set forth in Federal SpecificationPS-21-70. (Solvent-veld Pipe) . 3.01 INSPECTION
the location of the following items: H. Remote Control valves:
S. PVC Solvent-weld fittings shall be Schedule 40, 1-2, II-1 NSF A. Site Conditions:
a. Connection to existing water lines. approved conforming to ASTM test procedure D2466. 1. Install where shown ondravings and details. When grouped
b. Connection to existing electrical power. 1. All scaled dimensions are approximate. The Contractor shall together, allow at least twelve (12) inches between valves.
C. Gate valves. 6. Solvent cement and primer for PVC solvent-veld pipe and fittings check and verify all size dimensions and receive Install each remote control valve in • separate valve box. Align
d. Routing of sprinkler pressure lines (dimension max. 100' shall be of type and installation methods prescribed by the approval prior to proceeding with work under this section. valve boxes to each other.
along routing► . manufacturer.
e. Sprinkler control valves. 2. 0+4� the Controller and station number on each valve box top
f. Routingof control wiring. 2. Exercise extreme care in excavating and working near existing
q• 7. All PVC pipe must bear the following markings: utilities. Contractor shall be responsible for damages to with epoxy or exterior enamel paint.
q. Quick coupling valves. utilities which are caused by his operations or neglect. Check
h. Other related equipment as directed by the C: y a. Manufacturer's name 3. All valve boxes installed next to pavement or curbs shall be
existing utilities drawings for existing utility locations. installed flush to rade and 4' from the edge of pavement.
S. On or before the date of the final inspection, the Contractor b. Nominal pipe size g 9
shall deliver the corrected and completed k4o IOu, +o �e, c. Schedule or class 3. Coordinate installation of sprinkler irrigation materials,
NOTo °� Iv'�y d. Pressure rating in P.S.I. I. Flushing of System:
Architect. Delivery of theP,Iy�gp wall not relieve the Contractor including pipe, so there shall be NO interference with utilities
of the responsibility of furnishing red information that e. NSF (National Sanitation Foundation) approval or other construction or difficulty in planting trees, shrubs,
y g re ulq may f. Date of extrusion and ground covers. 1. After all new sprinkler pipe lines P2$ in place and
be omitted from the prints. connected, all necessary diversion work has been completed, and
9. All fittings shall bear the manufacturer's name or trademark, 4. The Contractor shall carefully check all grades to satisfy prior to installation of sprinkler heads, the control valves shall
C. Controller Charts: material designation, size, applicable I.P.S. schedule and NSF be opened and a full head of water used to flush out the system.
g PP himself that he may safely proceed before starting work on the
i
i
sprinkler irrigation system.
1. As-built drawings shall be approved by the G'i�'cr before seal of approval . J. Sprinkler Heads:
controller charts are prepared. C. PVC Non-Pressure Lateral Line Piping: 3.02 PREPARATION
1. Install heads where shown on drawings. Do not exceed maximum
2. Provide one controller chart for each controller supplied. 1. Non-pressure buried lateral line piping shall be PVC WO 40' A. Physical Layout: spacing shown on drawings or suggested by manufacturer.
3. The chart shall show the area controlled b the automatic with solvent-weld joints.
Y 1. Prior to installation, the Contractor shall stake out all pressure 3.04 TEMPORARY REPAIRS
controller and shall be the maximum size which the controller 2, Pipe shall be made from NSF approved, Type I Grade It PVC com- CITY O F RANCHO C U C A M 0 N G A
door wall allow. P PP YP supply lines, routing and location of sprinkler heads. A. Where it may be necessary to excavate near existing trees, exercise
pound conforming tj ASTM resin specification D17B4. All pipe Y Y g
must meet requirements set forth in Federal Specification 2. All layout shall be approved by Architect prior to installation. care to avoid injury. Excavate by hand in areas where 2 inch and
4. The chart is to be a reduced driving of the actual as-built PS-7-22-70 with an appropriate standard dimension ratio. larger roots occur. Tunnel under and heavily wrap with several
system. However, in the event the controller sequence is not B. Water Supply: layers of burlap, roots 2 Inches in diameter except where directly in
legible when the drawing is reduced, it shall be enlarged to a PP y' the path of irrigation lines or conduit. Where a ditching machine is
size that well be readable when reduced. 3. Except as noted in paragraphs 1 and 2 of section 2.O1C, all P 4 9
requirements for non-pressure lateral line pipe and fittings 1. Sprinkler Irrigation system shall be connected to water supply run close to trees having roots smaller than 2 inches In diameter,
S. The chart shall be a blackline or blue line ozalidrint and a shall be the same as for solvent-weld pressure main line pipe points of connection as indicated on the drawings. hand trim walls of the trench adjacent to the tree, making clean cuts. IRRIGATION SPECIMICAMONS
P and fittings as set forth in section 2.01B of these specifica- Paint cut and damaged roots 1 inch and larger with two coats of Tree
foreach
ecolor sha:l be used to indicate the area of coverage tions. 2. Connections shall be made at approximate locations as shown on Seal, or other approved. Close trenches adjacent to trees within 24
for station. drawings. Contractor is responsible for minor changes caused by hours, or shade the tree side of the trench with burlap or canvas.
6. When completed and approved, the chart shall be hermetical) D. Brass Pipe and Fittings: actual site conditions.
y 3.05 FIELD QUALITY CONTROL TRACT 13945
sealed between two pieces of plastic, each piece being • minimum
1. Where indicated on the drawings, use red brass screwed pipe C. Electrical Supply:
10 mils. "",-q vCLCfip f>C4& conforming to Federal Specification iWW-P-351. A. Adjustment of The System:
7. These charts shall be com leted and a roved rior to final 1. Electrical connections for automatic controller shall be made to ipNDSCgp OATS / fr-�
P PP P 2. Fittings shall be red brass conforming to Federal Specification electrical points of connection as indicated on the drawings. 1. Flush and adjust sprinkler heads for optimud performance and to ,�� f APPROVED BY
inspection of the irrigation system. 4WW-P-460. P P Y Y parking OQ Irk �, CITY ENGINEER R.C.E NO. 0963
resent overspray onto walks, roadways. arkin areas, and � P.
D. Operation and Maintenance Manuals:
2. Connections shall be made at approximate locations as shown on buildings.
E. Gate Valves: drawings. Contractor is responsible for minor Qilb� caused by *^ DESIGN BY: RECO d_NDED
actual site condtions. 2. If it is determined that adjustments in the irrigation equipment n
1. Prepare and deliver to the CITY within ten calendar days a -+ 1y�
prior to completion of construction, two hard cover Danders with 1. Gate valves 3 and smaller shall be 12S lb. SVP bronze gate can make the system more effective, make the approved adjustments [r
three rings containing the following information. valve with screw-in bonnet, nonrising stem and solid wedge disc. 3,03 INSTALLATION prior to plantings. Adjustments could also mean changes in . 344 * KEITH
nozzle mazes and degrees of arc. �'J. �r DRAWN BY: - SpSFET
2. Gate valves 3' and smaller shall have threaded ends and shall be A. Trenching: l O�� COMPANIES
equipped with a bronze handwheel. 3. Lowering raised sprinkler heads must be accomplished within ten OF CPLfL5. OF 6
days after notification by Owner. I!- avow-.m LINWAkW Gl9M_`6(_1414r1kW
CHECKEU BY: DRAWING NO.
4. Set sprinkler heads perpendicular to finished grades unless R.C.E. NO.
otherwise show. on drawings. DATE JOB NO. A193-001 �'i0
_\w _ _ r- 'r �rltSY- 'ltl�Tl:.�� -<. ICE^r_. �>!Y":"'e"T^T.. a^1ZS+Yr •f��.••fyt..r !_�MY�'.F• A'•"Y 'MFr—M`Y.ira .•�r.J�r .11F..1TY.1•f SFO' MY•1�.�'Y.M•I..M/ .W� •.•LFL?•-�I. -•Sq-silt."1+...a'lif W-'•'. ••C4'J'1 v. -W.M iYk.L►�iJ+i1J►.Tr'R[J'�f T'. t•Y�If:{>.'.•T`-N�l2baf•$.`i ti!• Z1LY.11.�1. IY-rv:a�'.C:-. `�S - {�TR.1 =Tisk.�1f�, ...c�ifl�9Y►•Y'i,' . .ygt�.1+/1P-7�'—'•�b3�1�.--. .'slri� s .7�'+!'•Y•A..•�R'.f .--- 1gP.�T-•y►pIP '{. _ _ !- •�'.-R`='J�.:1�•i�?Y'M4» J.i.._! - Y'.7F
city of rancho cucsmongs STANDARD
M, DRAWING
•�YTC r t Vf ,�" ,�?L.-2.�% 'f• -�.y ....ij�-ate
ic..L►A.]eali
All areas to be hydroseed•d shall be subject of weed All plants shall be set at such a level that after settling
This section includes services, labor, materials, eradication program. they bear the same relationship to the surrounding finish f
transportation and equipment ices, a to complete the grade as they bore to the soil line grade in the container, - a�� -� +-
ponecessary P
landscape planting and construction as indicated and Broadcast 12-12-12 fertilise at a rate of 100 lbs/ant. unless otherwise indicated. ��+� `'E '� T'~ '
specified. Gro-Polder planting tablets shall be placed in each planting holed
water
woods.
-
Nater site fora minimum of three reeks to germinate per the manufacturers specifications:
I.
GENTRARE'QUTMO 4M• ; .:'r.i;r;• _ nut t
Apply contact wood killer per manufacturer's specifications. 1 tablet per liner and flat size plant � 'Y..
The term *Planting Area' shall mean all areas to be planted Discontinue irrigation for a minimum of 4 days after
with trees shrubs roundcovers sod and seed. 2-3 tablets per each one gallon ccontaine r
q application. 6-9 tablets per each five gallon container •,•,xx '• �,,,� h '�"""" ��`
Perform actual planting during those periods vnen rather Continue rater application for a minimus of two reeks.
12-15 tablets per each fifteen gallon container ; - ','k`,"; I",;�' � .. *• ;--, ���' p'' •
and soil conditions are suitable Jr, accordance with locally 14-16 tablets per each 24" box plant z _� ` I. • 4 ° °AM' A"•°'�'; • � ) _ • .� ��at.
accepted horticultural practice. At the and of this irrigation application manually clean and No plant will be accepted if the rootball is broken or
cwt or debris remove all Woods. cracked, either before, during, or after the process of I ) x
i s
Remove from the site, rock and other growth
accumulated during the duration of the landscaping. Repeat proceAs for a second rack kilo and manual cleanirq installation.
~A-
and removal of weds. � w~�•�
Before excavation for planting or placing of plant All plants shall be thoroughly watered in to the full depth
materials, locate underground utility lines still in use and SYDFrIst� AlPL2cATIOn
of each planting hole imm•dlately after planting. ` � �`-��
take proper precautions to avoid damage to such
improvements. in the event of a conflict between such lines soedaix and rate ahall be as specified on plans. All taws, 1S gallon and larger, shall be staked ' vial two NOTES
and plant locations, notify the City Inspector who will wood stakes, driven in the ground. TD• stakes shall be • See tree list for proper spxiny.
arrange for the relocation of one or the other. Contractor Rydroeeed amendments shall be applied as specified in driven 1n plumb and of
stake
does
rare shall be taken
Will assume responsibility for making repairs to damage the soil test. that the driving 1. of tie stake dols not damage the tach
resulting from landscaping as herein specified. roots or rootball. Tree ilea shall be fastened to each
Mulch material shall be 2000 lbs virgin rood fiber per acre. tree and stake by looping figure i a with the inside
diameter of
Perform grading and soil preparation only during the period n
when beneficial and optimum results may be obtained. If the equipment used for the application of slurry shall have ■ and by tacking the Back of the tie to the stake.
g tie at 2 or 7 times the diameter of the tree
moisture content of the soil should reach such a level that built-in agitation system with an operating capacity Guying: All specimen trees larger than 24 inch box to be "guyed SHRUB AND VINE PLANTING
working it would destroy soil structure, spreading and sufficient to agitate, suspend and homogeneously six the as indicated.
grading operations shall be suspended until the moisture slurry. Distribution lines shall be large enough to prevent
content is increased or reduced to acceptable levels and the stoppage and to permit even distribution of the slurry over �� O Nt7 MRE
r desired results are likely to be obtained. All landscape the ground. In order to facilitate proper coverage, the The staking and guying shall be aooalthy growth
in such a
areas to drain at 2% minimum. equipment must have a pump capable of exerting up to 150 psi manner as he plant• the proper and healthy growth and U• I�ALL
at Uh nozzle.
safety of the plants, property, and the public. � '• _-
Scaled dimensions are approximate. Before procooding with
landscaping, carefully check and verify dimensions and Sated shall be delivered to the *its in sealed bags and U• The Contractor shall ui responsible for all surface and
ismediatel inform the _ City Inspector of discrepancies of the ars s, Shrubs,
required vd which may affect his guarantee
y Pa supplier shall attest to its purity. -
between the drawings and specifications and actual of the uses, shrubs, and vines. . • •
conditions. Sated shall b• add•d to the slurry atter U• natural rood \ � �
fiber mulch has boon incorporated. Pruning after planting shall require City permission for all \ \�
Quantities for plant materials are indicated for convenience trees shrubs and vines when necessary, to provide the
only, and not guaranteed. Check and verify count and supply A color additive shall be used in that slurry for - TREE PLACEMENT
sufficient numher to fulfill intent of drawings. visuualeinspection purposes. specified or approved standard shape, form and size __ __ ___ __ - _
characteristics for each plant. Pruning may include thinning • • � 4A, Sow—
and cutting and shall be under the direction of the City ,
Seed shall not remain in the mixing tank for a period Inspector. Cuts over 3/4 inch in diameter shall be painted
Adequately stake, barricade, and protect irrigation / \� / \� // \\
equipment, manholes, utility lines, and other existing granter than thirty minutes. with an approved tree sealant.
property during all phases of the soil amending and grading
operations. qbe slurry shall be applied in a sweeping motion. Care • • • •
shall be taken to distribute the s1url:-l/ evenly overall nasRtinq _
•
Pure grading shall be smooth and even to all constructed surfaces bating treated. \
elements, i.e. walks, buildings, etc. Crour>Door•ts shall be planned in the areas Indicated. The
�_= groun600ver plants shall be rooted cuttings grown in flats, i ` / /
Specimen Tree Selatctiotn: City Inspector shall be called to sib to verify inclusion and shall rwp-in in those flats until transplanting. _ _ • __ _ __ _ __ _ __
• • • Lf Nom.
et all specified ingredients for hydroseedinq application SURE TREE rERPENOICULAA TO RREVA1L1Nc
1. Contractor shall notify Cit Inspector to where riot lspraying. All groundeovr plants shall be planted with soil around j \� aND.
Y 7 p
specimen of material is to be obtained 15 days prior to P roots in staggered rows event s red at the intervals /
indicated. g4 y W � \ z. PLACE •GRM•MvER- nes IN rLANt
delivery tp site for approval. watering - - COSERINER PRIOR OS ►LANtI.c fog
Cr SE RYAT;ON f•:gvOS[S.
2. Ismediat•ly resew• tree• not approved. Areas to be seeded shall be moistened to a depth of six Th• groundotwer plants shall be planted sufficiently Ae•p to 'rx, 1.1 ( s ,/�`�JUinch" (Ili•) but shall not be wot at the surface at time ofstover all roots and a f gram planting tablet shall b• pl•ecd I01`� — 'Or Of STAKES
2. The Contractor at his option and at his expense, may application. in Saab planting bole and scall re Isssook ely spa nek 11
retain the services or the City to review trees 15 s f tar pl ant ieq RRnt i 1 the er+t i re area L sc>•> to the full -rp P p a'�o t,le Sit--e� W ' C I N
t is lace sea contractor will be responsible to reseed bare 8epth of all soles. I 'l'�RU�C�u � I I v � `� `� � � ftxrts CINCH TIES SPAMAPARTH• An►RT MR
gallon and larger tagged at the nurse or a i p Land Pe p�(�(p�-� u��h � It-It�ICP'TED � �
g r'9 9g nursery
of growth, or as othhr-vise indicated. spots until germination is 901 complete. r� �p,<A� � I� ,Ftp CITY STREET TREES
The grourdcowr planting areas shall be hand sm,nothed after E"r lt- NAzi,nr
Shrub and Taw Samples: Typical samples, l each of all Fvrzaa CRADIIc: planting to proviAe an •'v:n, smooth final finish grad•. .�I_, ,S, "e`L � , C� PP3Z, GP- -61HIIAR-
varieties and sizes S alien and under - shrubs, 1S gallon 2' ,-'� L � �� Y r DIA. taosx POLE IEEE STAKES •' Lawc
and under trees of( lent materials shall be submitted for L�I'Tp �CJ�+7 ,DLL RUP��C�ROLJN_ ` L�- NITN rood RIWO OF Z' INTO L
p Finish grades shall be as indicated. ( �', Q -'�.�� /..�I�[{�n {� G •�-I UMI �. SOIL A NALIGNN T Iz' INTO E ROOT
APPROVED2) PERTREI sTATIO
p"T �� ���t� ��' Iwo � SOLI AND KIfM STAKES OUTSIDE ROOT RKL. (2) PER S►ECIFICATIdtS
review a minimum of 15 days before planting operations.
Finish grades shall be measured as the final water compacted 6' 01 ' PVC IN n'Rr ,meas AND ILLFROW YARDS-
Finish
to that settled surface grades and shall be within + 0.1 foot of s• Du. PVC PERFORATED ran - Flt WITH
Rejection and Substitution: Planta not and
t/Y WASHED UUSNED AGGREGATE RASE FULL
t F TRUNK)
j ENGtN Df ►!FE (LOCATE 1R FROM UN 1
requirements herein specitihd shall be considerod detective, the spot elevations and grade lines indicated. L
and such plants, whether in place or not, shall be marked as
rejoctod and be immediately removed Eros the site of the Finish grse+a shall be measured at that tip surface of SHRUB AND GROUND COVER SPACING
landscaping and replaced with aeceptabl• plant materials. surface materials.
The plant materials shall seat all applicable inspections KEP
required by law. Plants shall be of the species, variety, noldinq and rounding of the grades shall be provided at all ,
e aver color and condition as specified fled Antrein changes in slope. r' APPR aooT as . COMM KAmIR
size, age, fl pec rg 11119 � n-to-Ear WERE REouIRED oR
and as indicated. Under no condition rill there be any ArrRDrED R1 PLsubstitution of plant specie, variety, or reduced sizes for All undulations and irreqularitiesIn that planting surtacats nowROvER• RUNTTARSKR
a • rototilli and all other operations y��NARufACTURER•s RECOKNDATIONS
those listed on the accompanying drawings, except with the resulting front till q nqempress written consent of the City Inspector , !hat shall be leveled and floated out before plantir.q operations RACeFIII NII KA S►IC1FtCAT10NS
NATIVE 'SDIL
City Inspector shall be the sib judge of aeceptsbl• are initiated.
material. L TWICE MOOT RAIL DIAMETER ��-RANT PIT TO K (i) ttN[S THE
Taks precautions to protect and avoid damage to sprinkler WIDTH of THE TOMROORut a u•
Contractor shall be responsible for maintenance of plant beads, irrigation lines, and other underground utilities ' ULOr tNE RotTON or THE RDot
' au
material until final acceptance. during grading and conditioning operations.
Ground cover from flats shall be triangularly spaced. Final finish grades shall insure positive drainage of the
83 1-0.
site with surface drainage away from buildings; walls, and
GUARANTZRS AND t toward roadways, drains and catch basins. MIll
Guarantee shrubs, vines and grounrloovers to renin healthy Final grades shall be acceptable to the Citylnspector before
and vigorously growing for f0 days from notice of planting operations will be allowed to begin.
Campl.aian. _ TREE $TA.KII'!G DETAIL
Planting surfaces shall be graded with no less than 2 A- 14
ition fora riod percent surface slope for positive drainage. �� N•fROL �Rr�IER
Guarantee trees to lav in • healthy lend Pe 1n/� RST
of one year from date of 'Notice of Campl•tion'.
Plants found to be dead and plants not in a rigorous PIAn' T=t
condition noted within the guarantee period shall b• CCNCC TE CkR8 W/, MEDW
replaced within 14 days. The layout of loeationli for plants and outlines of - � �
FIV$ 1 MV EXPANSION ,JONTS
grcxrndcavea to be planted shall be approved on the site by
Plants used for replacement shall be the same kind and size the City Inspector, before their planting. All such
as specified in the plant list. They shall be furnished, locations shall be checked for possible interference with A T �'-C" C.C. MAX.
ed and fertilized as originally specified. existing underground piping, before excavation of holes. If
P
lent 9 Y QADUS EDGES VT(TYPJ
on or utility lines es are
encountered in
underground constructs Y
NAZlPrMANCe: the excavation of planting areas, other locations for the
GRADE (G.C. AND/OR $1-R18$)
planting may be selected by the City Inspector . Damage
The maintenance period begins on the first day after all to existing utilities shall be the responsibility of the
landscape planting work on this project is
complete, Contractor.
checked, accepted, and written approval from the City + A d
Tinsel tela
nee wild and Scrubs and � ?
i n Trees
the ma . Planting Inspector is given to begin Pa P p*rg
shall continue thereafter for no less than 90 continuous 1 � �
, v excavated holes stall lavertical sides with roughened I
a3 R®AR CCNT.
surfaces and shall be of minimum sized indicated. Holes 11 ;01-oil calendar days. �N ��reit handling � 6" I � 4�*F•15 L�flS � I'✓�•p�l
Continuously maintain all involved area• during the progress shall be, in all cases, large enough to Pe ng and
rations and dura the maintenance planting without injury or breakage of rootballs or roots. 111"
Lp,NDSCgp
of the landscaping opo during p ng
period until the final acceptance. O
excavation shall include the stripping and staking of all �.�`�� QO P'
Plants and lawns shall be kept in a healthy, growing acceptance soil encountered within the areas to be excavated
Basi appearance b waterinq, or plant its and planting beds. protect areas that are to
condition and in a visually pleasing ppm Y t p P
ch soil is to be temporarily
seri rolls trismic edging, t•seilizinq, be trucked over and upon rel
pruning, moving, rolling, trimming,
, NOTE:
Phdi its re-mash for the fillings of holes, pits
restakinq, post and disease controlling, spraying,. weedsng stacked pyREQUIRED BETWEEN PRIVATE AND ITY L
AND
SCAPING . 33/4)
2
cleaninq-up and other necessary operation of maintenance. and beds,
ods noxiousgrass, � - AND AT CONSTRUCTION LIMIT LINES.
I.andecaP• areas shall be kept free of we
and other undesired vegetative growth and debris. Plants excess soil generated frog the planting bolas shall be
found to be dead or in an impaired condition shall be spread on the site as directed. CONCRETE HEADER Elf Cra+�d�`
replaced itasedlatel y
.
Plants in can containers shall have the cans opened by
The completion date of the contract maintenance period will cutting vertically on opposite sides of each can with
be extended, when in the opinion of the City Inspector, nursery can openers, tin snips or other approved instruments R i 1' 71 4: 47-1 �Ajr
i r or unhealthy condition for this se. All used cans shall be removed to the �4 1 'i��•
improper maintenance or possible poo Y purpose.
ve lawns are a area or from the site daily. '
of planted material or unestablished nonce ring storage CITY O F RANCHO C U C A M O N G A
evident at the termination of the scheduled maintenance
period. Landscape Contractor shall assume responsibility The plants snail be planter: at approved locations with tka E
/ F � R TI 0. �DCm►�.�s�.eR:�s 4104.000h s�a�.�r�raw.-s+a��"s.e��•w:s-a�rzr
for additional maintenance of the landscaping until specified conditioner and soil planting backfill. q Q ���0 T '
S< {�
landscaping is completed and acceptable. � PP4�/P,� ` POP�N
P g he i
antro its on t
n the 1 �
shall be laced 1 planting P
The plants p
Assume responsibility for maintaining adequate protection of backfill material which has been handtarped and water '
the placement of � I
bass levels before h p
the arena. Repair damaged areas immediately. settled to the rootball b _ PLANTING SPECIFICATION S
the plants. After setting the plants, the remaining
each phase of work the contractor shall backfill material shall be carefully tamped and settled AND DETAILS
At the completion of • h p each rootball to fill all voids.
a lawful wanner. During the around •
clean the site debris in
f� � yin
— _. _ 1 /r
es o construction the site 'shall be neat and clean at in the center of the L -
pros • t Lach tree and shrub shall be placed
-- TRACT 13945
all times.
hole and shall be set plumb and held rigidly in position
rf
until the planting backfill has been tamped from around each �t ll� _ _ - '
rootball. r Cj -
1 - -` l-'�� • � �' APPROVED BY DAt�C�-/�•-•���'
N R.0"E. N0. 2
•: U CITY ENGI EER --- - �
Y
3
r
t DESIGN BY: R..rU Mi_NDED
Ir
TYPICAL SECTION E� '( Nv KEITH ��-
t.�Ae1.i ,P� ` _
DRAWN B Y: �� �- _ Slt'c E T
CONIRAINJES �6 6
tR�fL..a•,ureas c_�HIa.t1�v,��9_G.'Gr 1J�i-,y�[vKY;
HIGHLAND AVENUE - IN�l
CHECKED 8Y: - DRA NIN„ ,�v.
R.C.E. NO.
sw Tt�'•�• � �2 t • -
01 iL_-___ JOB NO. A193-OC1
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