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CORSICA COURT
6 M/,OPLe rt bbl 3
L I NARO ROAD
Q,�11i/gyp 5j/eET 7� 5 Gr+.Q�W�O G EGEivo
�y ��� � ,ns�,.►r�s -.7
i+g � STREET TREES CONSTRUCTION NOTES : COISTRUCTIOI IOTBS: DESCRIPTION 0REVISION DATE crrr
_ e APPROVED
SYMeoL BOrAIVIGAL NAM,- COMMON NAME Rze sPAC(MS oAlyrlrr 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY77 /N$Ti9LL. /56AL. STREET T/PEEPERCl7Y !FM OZfN NO, 50/
STANDARD PLAN NO. 510. AND IV07-Eg/�E,PEO.V (LOC,9T/ON 8410 TYPE Ore PLA/(/ CITY OF RANCHO CUCA MONGA
/Q RHUS GgIVCf� l�fRlC,4N SUMA'G /5 6f�L. �O�N�/N� O•G. 22 Eft.
Q 2. ALL STREET TREES ARE TO BE PLANTED AND STAKED ACCORDING TO CITY
Al �c>�#1,Oni A�i�GiuL14N F44Mff rZ� /5 �G. �b
s A I�+ IMW 0.C. 33 EA- STANDARD PLANS NOS. 502 AND 505. AS PROXIMITY TO THE HARDSCAPE STREET TREE LOCATION PLAN
Q ■ Eu�,y4Lynrus N/G•`/OL// Ctias l�rua�t�gO i /y GAS. � x/N.O.G. DICTATES. ROOT BARRIERS ARE NOT REQUIRED. V-�pfESSla CORSICA COURT , L INARO ROAD ,
3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS .� � To SA�tZANA PLACE AMIATA DRIVE
REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL /
TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL u GHQ 14$ do BASTIA COURT
AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ` t EAA �� /97
FOR TRACT N0 . 15526 1
4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY \� � �
THE ENGINEERING DIVISION.
rt Of. L�h;.;t�'• APPROVED BY - DATE. �
6. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CITY ENGINEER R C.E N0. 24953
')E S l G NII�AEDW AND##CI M IENC. R E C,a M ME
OF TIC K AM
AND LAND PLAWOM
DRAWN NMI sbwt,sw.N7 SHEET
RANCHO CLICAMWILA.CA 9"n
G.F e. PHOW(71.).4943" �L_of 6
OW
rILX(7N).�•s.6,
HECKE:, R E N0ORAw+NG NO
Q7Yo ter¢,-1996 ���E ��i /�f /56�-L
DWG. DATE:
DEVELOPER/OWNER
BENCH MARK
BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. &
19TH ST., 44 FT. W.f HAVEN &
83 FT. N.�_19TH ST., SET DRIVE
L_—
LANDSCAPE
PLANS IN / .S.
ARCHI I on ECTURAL E. END OF A HEAD WALL FOR
-24 --
es
MILLIKEN AVENUE & _TERRA VISTA
Is 0
MOUNTAIN VIEW DRIVE SOUTHERN CALIFORNIA
AT TRACT NO . 15526
1 IS 6 N. MOUNTAIN AVE./P.O.BOX 670.
LANDSCAPE MAINTENANCE DISTRICT NO, 4 UPLAND. CA 91785 QD�/985 0971
VICINITY MAP GENERAL NOTES SHEET INDEX
1 . The•.e notes shall be used in conjunction with the plans and any discrepancies shall be brought to the DESCRIPTION DESCRIPTION
attention of the Landscape Architect and City Engineer. �/ _
2 An Encroachment Pervit shell be obtained from the City Engineer prior to commencing any work. Ll TITLE SHEET
�/ s 1. A,� work shall be performed according to Current City Standards and the standard Spec,ficatiors for Public - L2 IRRIGATION PLAN
'V �� �'f, Yorks Cons tructfon.
�^r' + Thls cork shall be installed by a licensed contractor who shall carry workman's compensation. public L3 IRRIGATION PLAN
Ilab111ty, and prrperty damage insurance as required by law.
rhe fir e,,sting utility locations. prior LO excavation work. "IDTF�'uf'I�EfzCOUMDSEF\I1CpA-r 18004tZ413`3 A L4 IRRIGATION DETAILS.'
s„ J _r -rte / ;n •n•• L excavate may be required Exercise caution 1n excavating and working near existing utilities.
i t• I�tor shall be responsible for damages to utilities which are c,wsed by his operations or neglect.
rR�Eo • L5 :[IRRIGATION DETAILS
CHArrEv 6. At the conclusion of rough grading, an agronomic soils report shall be fur„.shed w the City inspector, and
PA^IarAc RANCHOCUCAMONGACiTYLIMIT all such recama•end+tlons from U's report shall suDerctd! ,Oils almerdment reconnlendatlons shown on the plans. L6 IRRIGATION SPECIFICATION
Cwr r1.
ca,ect •`_» Wa'1 footings and reinforcing Shall not De located within the right Of-way, unless detailed construction and
a..•wsT _ structural calculations have been approved by the City Engineer. At the tap of floors a t~a foot ride flat L7 CONSTRUCTION DETAILS
• \ i I ` Shelf shall run along the base of wdll s.
—ll-- _ _ a 1 ll
'' =_ �. -- , omp 1 shed. a q main enance nd 1 y
__ w _ pon completion of installation, an esteblls►wnnt period shall collrence, and upon critter+ verification from
L8 PLANTING PLAN
PROPOSED FOOTHILL Life Inspector that tStabl lshnent ,s ate 1 hid n ode wt! pert (typically 110 o s Sha
s• / FREE%Ar
coffpwncverall Said maintenance shall conclude ponlylan after the
of ,!tint , fall talar, iluder alar, L9 PLANTING PLAN
1� j hverell plant health, and with Council acceptance o/ the lmprovertlrnts. iLalntenlnce sM11 Include a►o+rtng,
u,tec,,my. Irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such �!
ase 9*•n.oA. sprays as are necessary for proper care and up-keep. Maintenance also includes X11 repairs, replacement, L / O SPECIFICATIONS
cleaning a^d adjusting neceisary to keep the irrigation system ,n good working order with Draper Coverage,
required prior to final acceptance of the work by the City.
E C 7 S I T E u FONTANA •r,,
9 Applica U on of any chemicals shell be by State licensed personnel All pesticide Applications repair! �.0
.00*,.t mw t e �NV��` �� <' �r•• recowendetion.
O roor.al lout r,wmo
UPLAND j ;0 Cal sen Se equipment Shall be Installed under the direction Of a Cal fen Se r"rtsenUtive, phone "U11”'
I � •� �[ a58-J129 and approved by City InsDK tor.
i .,asor+ ,oea..s.n*• •I tt. one controller chart Shall be provided for each controller. Ca+trot er chart shall be the alat1rtUm Size Lha
•. controller door will allow and shall show the area Covered by the autama Jc cn^troller. The Chart 1s to De +
•, I r I r reduced drawing of the actual is-built System. However, in the event the Controller feque"ce is not legible _ _-
! when tmo drawing ,s reduced, it Shall be enlarged to a Size that x,11 be readable when reduced. The chart
j I shall be a blacklIme print, and a different color shall be used to show the area of coverage of each
sial ; I station. When Completed and approved by the Public Works inspector, the Chart shall be herWt,cally sealed
between two pieces of plastic, each piece being a s,nimum of 20 mils, thick. The chart shall be mounted
-itsaw .cm.,..t,..o.•r�a,l using Ye1cro or approved equal type of tape. Those charts (must be completed and 1n place prior LD final
acceptance of work by the City•
i
OKTAFUO „ ;2 q' •'dt . 6• deep concrete 1lowstrips shall be provided between All shrub/ground cover areas and turf areas.
n, x 6' elowstrips shall also be provided beneath meta' fence^g � where City maintained areas are adjacent
ONTARIO to privately maintained areas.
INTERNATIONAL
AIR►ORT
ii sidewalk layout is conceptual only. Approwl of the final sidewalk layout shall be Mde In Vat field an
Adjusted as nKeSTary t0 meet field cond!tlons as approved b, the Public Works inspector and project planner
prior to final Construction.
MAINTENANCERESPONSIBILITY MAP 14. Equestrian fences shall be located per the following Criterl+:
• rente shall end 10' back iron the S.C.II. Or per rK Oa1mindatl0ns Of Traffic Section.
CONSULTANTS '
Ar
�f
�� �*;• ,'' e � 1 :'.1'''�i f ' , }��''• '- � \ �� � '•���.,� � ' Fence Shai 1 end 2' LO el Lher 51,1! Of any f1 re hydra^C Or JL' y enc OSUrlS.
^ r y D --� MADOLE AND ASSOCIATES, INC.
I t TRQC + ��
Uf�1�:IN Ivl� yam; ; ; s`, � �+ ���` � Fence shall end 1' tc either side of any street 1'gFt or catlike ole.
' r�.R r..;.' �1:•I, / '.;, t IJr^ !![F1 \ • rtnCr an street Sid! shall end S' to either side of 9r,vewayS with tronverse med,um broom finish an .�� OF SAN BERNARDiNO COUNTY
`TRACT •157,96- � concrete SurfaCts .lthin trail V
MIONT'ECI�'O 1 Y`�lNtT`SSection
1 CONSULTING CIVIL ENGINEERING
A�11t oma fence setda-ks froll, ,ntertectiorts me a required by the Traffic Section. AND LAND PLANNING
' 106 ii,
t `��y �: �NNCHC �ii"ONSA, A q:
" �� ��� ��� •l.v�u �+•r \A�\��.�A,�'��.'���1—I i •�r '. , 7�� ��1E! .. . t 1 'n ♦r h _
(,Y Street trees shall 1 be stalled v t e roll ,w' 1 'trr'a .
^' =-•- TRACT 13273 U.
$_.7 Y'-,�, A O bit N '
256 U k I T S ,/ r +; 1. All street trees are to be planted in accordance with City Standard Plan NOM �f � ; !i• Y46- ;31 . -
..• ;"��� ��• � I alp 1
— - 2. All street trees shall be planted and staked according to City Standard Plans NOS. 502 and 505, T
11 .'I 'DU,"A '� SITE LOCATION LAN CONIC TD
J• \ / – proximity to hardscape dictates. Root barriers are not required D ERN,Y; -,'} '; i'-' - •. __i� ��.. 19. 1 D.0 h - GIVv
3. Prior to the commencement of any planting,an agronomic soils report shall be furnished to the City
Land;eapeAr�chitecture/Planning
�� ,�..•,e W S :, „ � „ �L. „ .. •, •• 1 ._-_. - , Inspector. any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as d d '
G R E E N W A Y Y` t -� - - .',` '.�' �'��. `J determined by the City Inspector. 1750 East Deere Avenue
KEN OKAMOTO 8 ASSOCIATES, INC.
PAR�( R '�r ' '. ''"'`��% ,�, :';;f`j�'m TRACT 14054-2 �•;�' 4. All street trees are subject to inspection and acceptance by the Engineering Division. Santa Ana, CA 92705 IMC,AT10N CONSULTANT
S TaIUCTUIIAL [NGIN[ E11f SN LnKp0�7M •T1�T
!T �' . ' • i l tit•,-,, rte
(714) 250-4822 fax(714) 752-2469 14001 YOR9A STREET,SVR[10i • TVSTIN•CALIFORNIA 1264 (7111 a1a-d960 *A_WTA AKA CALLrop"A OM,
i:}ilii' i r, 0 ACRES 5. Street trees are to be planted per public improvement plans only.
1 (7 14) ase-:sa
': �:
MAR
� � �Im.L.,IFCE� ,�; Du. AC THE
, - YOTE�' � ° J{�yij}��. �� r ,, All K'-, _r ;7 96
r i I>~b U —1 1219t a �� +� 60.4
;: ANYON c �r t , r i �c_
` • , .16 �t$1 1 1� ,i� �- t�Z �, .ti�> �,'' �� 16.0 LANDSCAPE QUANTITIES CiA
. ,s. � � FAMILY
,.1,k/ jC� ';-21 ljr�� ':r ? Mar TOTAL SIZE O
'� „ �! y�' ••:t-�' ,� .' �' O W I�I TOTAL ARCES .�-7
'' • •';'' ',;:.;�•, ;';� �' •: ' '� s ° i f i '' TRACT \ T R A C Q• ZD4e�3
,; .r_ :. , r;, � '� r TOTALS FT. MAINTAINED AREA
/ . it, �,'` •� ,;i,� ,�•�:;•'��i, *six 's" 14954- 1 \ 17.8
CITY
1 10 OF REVISION LA
"ROY"
,,,'� - ,r L : J ` :.;. r W C R E S TOTAL TREES
c . II• 1 I_.i ;� 8.5 A ' ` 30 �..� DESCRIPTION N DATE
,•�l ,, - � -
DU''AC MILLIKEN AVE. r
' ' 'A �, ,_ >� '' ALBIZIA JULIBRISSEN j �}- 1aJ•xa
At ,fir 4
y �y.�d{ .i , C } ,1''; CINNAMOMUMCAMPHORA 7 I.
�� ; CITY 0�' RANCHO cc CAMo A
,t 0 • .,r:,;� G',
19'10 ,N E T A j SUS CANARIENSIS aI
4' x • , ` �M' 14024 I `�- �» 7C7 TERRA VISTA
.;
,t• ' QQj, 17 A�' �'"'' ,,,• i
A•,IU ' .04 1 , ,, .•�r.v. ',.�. , '�
,� ,, I •� , } t � v •r_ MILLIKEN AVENUE @TRACT NO. 15526
r, !",w I ; r • ; �iIPV;/ �.•„ , u CII _ MOUNTAIN VIEW DRIVE
ALBIZIA JULIBRISSEN LANDSCAPE PLANS
E.We . a/1. ..Ali" ,•,,��. .i41
`m/
91
r I W •a'.; , ;� f',` , l ,�.� �].•!_/''�] ��"t J -, u� �UPANIOPSIS ANACARDOIDFS (-� I IC7AJ�. TITLESHEET
L L�.. T
.' atlas / f \ 1 1„�^I � �,■ EV+ ,` i• , 'ly. p , ,, TO•IAL. —
v ,IIi' ','.II1�I ,..i�• �-TIi1 r f*.T•y�ir , r t '•t. , _ tom' r :��• �J ,
:X f7'f' ¢ tr�rif 1'f�, y' ter �� 5�>Q � ANTO1� COUNTRYVIEw DRIVE AL
r r,. f `''r ,T�r ` :f PYRUS CALLERANA ' BRADFORDI' 3 p� LEWIS HOME S
iib >Fi 6tNSIT1�'', �, �r f� ? � ME I CAL, � � T01x APPROVED BY. � DATE.
HOUSING xTr7 1 �'
3 3
h' 175 UNITS 71 }, fF' . x• :./"qtr' �;',� r* f'i'r�N� E � `�', R `�, CITY ENGINEE �� RCE NO. -
fi , f J , ,r� X rr. w.. f- SHRUBS
,�. TOTAL 1 GAL.
CRE �' r� ,, r n O, ERN, L'I'D.D. '
_ 30.0 D.U./A f.f,./' �r �' r w.a �'p I °! _ s, M L. Irl C �c
r 5.83 ACRES �'. 1134" , DEsic►� !" RECOMMENDED
C. rr X1. 1CRFlS - oc r .GJ- 9
4 mi�'h y ,anEFr,f '. i' TOTAL 5 GAL. SHRUBS
Lands.a eArchi(ectvre,plannin
t�7
f4Gf'f,� m � �� =f\ I' �Jo •�-7, DRAWN 1750 East Deere Avenue SHE rT
r, ,+ J' •� �•.�•� r r, y , U r1" TOTAL SQ. FT. HARDSCAPE bC Santa Ana,CA 92705
r n ( 1
., k�+h 1-r �; cT.�i �'' r' 2$ .tDi"(/ rt .�, {
r r 1 MED J oma' 6' f%,� y � r71<j25o•4s22fax(71<j 7522559 1 of i D
I Q i. I C Q I.: C F F C E TOTALS FT. NON-TURF P
F ` CHECjcED DRAWING NO
r r ti 4444 . » 4444 fm. , n■.
TOTAL SQ. FT. TURF I `�`--� _ R t E No �
�r� t'�' DATE FILE NO
SHELL O � OF I
i I T 1
I ,
ThACT ; �95?6 '
I ,
CORSICA COURT
?1 MATCH LINE SEE HT. L3
LOT 30 LOT 31 LOT 32 LOT 334*0
PAD 69.6 PAD 67.7 PAD 68.1 PAD 68.7 LOT 34 LOT 48 �� ��• ' �41Nf�41�4►4l�.�•4►41Ie•4i4e.e481•ealeli►4
PAD 69.0 PAD 73.9 Zlc r4 ib LOT 49
LIM = OF R - � -
PAD 74.6 ,• w
4 Ali - 21 All Alt\ Ih ,� Y2
sC A I. o Q� 3o A Iyz" I�i36 755 r„ -1coc
Q; 8�8 11' ' 1460 1 2 t2 Iyz� ,
y /A-
-- A19 26 i, I
w t4 l II6ti �� f A
�4' �� r1Y2„ 4�• I• (" I" 3�d.� yZ- /Z- �( / E�1 11
N - ILL' lip �►� �� �► \
IP
- - -- - - -
4"f , rl'' � -- ---$- v `�' 1 1
cz22 y2,.
y/ l
r
2�2
-J= AUTOMATIC CONTROLLERLI
- - - - - - - -
- - -- - -- - - - - - - _ - - - - - - 2 ��.
M� ONE 111 CALSENSE ETI - DTR2 WITH ANT 1 ANTENNA PORT - 24 IRRIGATION SPRINKLER LEGEND
STATION AUTOMATIC SPRINKLER CONTROLLER"A" MOUNTED WiTHiN
NOTE: THIS IRRIGATION SYSTEM IS BASED UPON A STRONG BOX MODEL SB-24SS1120V COMBINATION ELECTRIC SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.1. PAT
A MAXIMUM OF 3" OF WATER PER WEEK (TURF) METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 IRRIGATION EQUIPMENT LEGEND W
AND 2"WATER PER WEEK (SHRUBS/G,C.)APPLIED VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER A, RAINBIRD 181?-SAM-PRS 12" POP-UP SPRAY HEAD 1511 12 F-1 1.50 20 HALF CiRCLE
FOR 8 HOURS A NIGHT/5 DAYS A WEEK. 19:00 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT SYMBOL MANUFAr.TURER MODE! NO. DESCRIPTION IL 1812-SAM-PRS 15Q 12 0.75 20 QTR.
_ LOCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE ld 1812-SAM-PRS 1211 10, I.OS 20 IIALF
P.M. - 5:00 A.M.) ONLY ONE VALVE PER 1612-SAM-PRS 120 10' 0.53 20 QTR.
-+ CONTROLLER SHALL OPERATE AT A TIME. ARCHITECT AND CITY OF RANCHO CUCAMONGA AtiTNf1RIZED CALSENSE ETI-DTR2- SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN STRONG BOX MODEL 1612-SAM-PRS 10F-LA 8' 1.30 20 FULL
REPRESENTATIVE. I[y$T -CONTROLLER PFR D jA1L� �� 24 STA W/ /"SB-24SS/120 V" METERED ENCLOSURE - PROVIDE ONE (1) RAIWMASTER PC PERMANENT a- 1812-SAIL-PRS 1011-LA 8• 0.65 20 HAU
ANT 1 REMOTE CONTROL PIGTAIL. INSTALL WITHIN ENCLSOURE PER INSTRUCTIONS OF
1812-SAH-PRS LOQ-LA 8' 0.33 20 Q,R.
...+ - CALSENSE REPRESENTATIVE. INSTALL ALL EQUIPMENT PER CITY STANDARD PLANS 1012-SAM-PRS 811 F11 8' 0.65 20 HALT -- (u, -
- _- -- --- -- -- - ��� - - - - - - - (DETAIL NO 3 AND AM PRS 80 8 0.33 20 QIR
F
8 VAN
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -
- - - - - - - - ■ RAINBIRD EFB-CP VALVE ) - X006,SALP 6" POP-UP SPRAY IIIFAD 1551 -12 3.00 D ULL
4 181
SERIES ELECTRIC CONTROL YALYE WITH CHAMPION 300 SERIES MANUAL ANGLE � 100
LVE SIZE NOTED - CITY STANDARD PLAN 1526 (DETAIL NO. 5) 1006.4AM PRS 1511 12 1.50 20 IIALF
W^ 1806-SAM rRS .ISQ 12 0.75 20 QIN.
QUICK COUPLING YALYE WITH LOCKING VINYL COYER - 3/4' (150' O.C. MAX.) 1806-SIMI-PRS 12F 10• 2.10 20 FULL
W - . • O RAIM81R0 33-DNP 11
F _ CITY STANDARD PLAN /530 (DETAIL NO. 9) 76 1806 SAfl-PRS 1211 10' 1.05 10 IIALF
9 1806 SAM PRS 120 10' 0.53 20 QTR.
■ FEBCO 825Y-BY REDUCED PRESSURE TYPE BACKFLOW PREYENTER - le CITY STANDARD PUN /517 1806-SAM-PRS IOF-LA B' 1.30 20 FULL -
- _� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (DETAIL NO. 1) a 1806-SAH-PRS 10H-U1 8' 0.65 20 HALF
bL 1806-SAM-PRS 100-LA Be 0.33 20 QTR.
INSTALL ONE I1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH N NIBCO/WATTS 7-585/403 RT-RW SERIES VALVE 1#' OR SMALLER - BALL VALVE; 2' AND LARGER - RESiLENT WEDGE O 1506-SAii-PRS 811-FLT 66 0.65 20 IIALF
OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV) GATE VALVE - CITY STANDARD PLAN #518 (DETAIL NO. 8) • 1806-SAH-PRS 80-FLI 6• 0.33 20 11R.
M I L L I K E N AVENUE E N EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE
fQ DATA INDUSTRIA 220P FLOW SENSOR - li' - CITY STANDARD PLAN /516 (DETAIL N0. 2) - SUPPLIED
W` ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR BY CALSENSE
Z�•' IRRIGATION WIRING.
� B CUYYAI 136-ACSKC MASTER CONTROL VALVE - 24 VOLT - NORMALLY OPEN - lf• - CITY STANDARD � WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE WITH MINIMAL OVERSPRAY ONTO
J PUN #516 (DETAIL M0. 2) WALKS, STREETS, WALLS, ETC, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP z i
SPRINKLER HEAD WITH A RAINBIRD-PCS'*PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL F-
AT INITIAL CONSTRUCTION. SELECT SCREEN ON CHART 9ELOWFOR APPROPRIATE RADIUS.
�� FLOW SENSOR ....... PIPING BETWEEN NATER METER AND BACKFLOW PREYENTER SHALL BE PER C.C. M.D. STANDARDS
DATA INDUSTRIAL MODEL 220P FLOW SENSOR SUPPLIED BY CALSENSE SHALL BE - BURIED PRESSURE MAINLINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES if"
F4
INSTALLED INLINE,WITH ONE(i)FLOW SENSOR PER WATER METER. INSTALL WITH
AND SMALLER - SIZE NOTED SUPPLEMENTAL LEGEND z
Q. TEN(10)DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND FiVE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN ^
BURIED MON-PRESSURE LATERAL LINE PIPING - PYC SCHEDULE 40 - SIZE NOTED O
- - - - - - - - - - - �"3m BE DIAMETERS OF SENSOR-SIZED PIPE DOWNSTREAM OF FLOW SENSOR. PIPE SHALL �-==Y PIPE SLEEVE FOR MAINLINE IRRIGATION PIPING INSTALLED UNDER HARDSCAPE/ROADWAY - PVC SCHEDULE 40 - SIZE NOTED } RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12F 10- FT. 2.10 20 FULL CIRCLE
Z - BE SAME SIZE AS FLOW SENSOR AND SHALL BE INSTALLED PER CITY STANDARD m 1 1806-SAM-PRS 6' POP=UP SPRAY HEAD 15551 4x28 1.00 20 SIDE STRIP
PLAN 8516. WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER HARDSCAPE/ROADWAY - PVC SCHEDULE 40 - SIZE NOTED
(1) BLACK AND ONE (1) RED STANDARD 114 IRRIGATION VALVE WIRES. FLOW
SENSOR SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL
VALVES SPECIFIED ON PLANS AND MARKED'F.S."FLOW SENSORS AVAILABLE FROM �- INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES
-
RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER
INDICATES ELECTRIC CONTROL VALVE SIZE \
CARLSBAD. CA 92009, HE MAY BE REACHED AT (714) 458-0129. - INDICATES SQUARE FOOTAGE IRRIGATED BY ELECTRIC CONTROL VALVE
POINT OF CONNECTION OBSTRUCTIONS
NOTE: CONTRACTOR TO COORDINATE CONTROLLER "PCS" NOZZLE SCREEN SELECTION GUIDE
PROGRAMMING WITH A CALSENSE REPRESENTATICE AND A POINT OF CONNECTION - CONNECT TO 1%" WATER METER WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET
STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. FOR IRRIGATION. THE CONTRACTOR SHALL MAKE LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN
ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER DESCMPI ION MODEL PCS-020 PCS 030 PCS 040 PCS-060 PCS 090 PCS-125 PCS-175 I I
OF NEW WATER METER. CONTACT THE CUCAMONGA COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75
COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER COLOR BROWN SILVER ORANGE BLACK Wlill6 GREEN YELLOW
PROCEDURES, CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF I I
N'ATERPRESSURE INFORMAL ION OBTAINED FROMCARLOS hMelES EXISTING WATER PRESSURE: 6g,0 P.S.I. THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE.
FLAT SPRAY SF-FLT G" SUB. 2' BUB 3' 5' +8' � I
AT THE CUCAMONGA COUNTY WATER DISTRICT 1909) 807-
SYSTEM DESIGN PRESSURE: 45.0 P.S.I. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST Bit-FLT 3'(1601' 4'-G' 7' +8'
2591 ON 11-15-6j6 PEAK IRRIGATION DEMAND: 30.0 G.P.M. TO THE OWNER. (TYPICAL)
8T-FLT 4' 5' +II' - - -
80-FLT 4'-5' +8'
LOW ANGLE 1 OF-LA 1' BUB 3' 4' 5' + To'
SPRAY 15 DEG 10H-LA 5' 7' + 10'
TRAJECTORY 10T-LA 3' 5' 7' + 10' -
AMIATA DRiVE 100-LA + 10'
! LOT 30 I LOT 31 _ STD ANGLE 12F 1• BUB 2' BUB 6' 7'
1 PAD 69.6 I PAD 67.7 CONTRACTOR SHALL VERIFY THE STATIC PRESSURE AND METER SIZE AT THE SPRAY 30 DEG 1210 8' + 12'
St LIM 10 O R K LU POINT OF CONNECTION. ANY DEVIATION FROM DESIGN CRITERIA SHALL BE TRAJECTORY 1 2TT _ 4' 6• 8' + 12'
' BROUGHT TO THE ATTENTION OF THE CITY.
12H 8' 81 10' + 12'
GREENWAY : - ' ,27 - 8' + ,2'
,� *** o
PRESSURE CALCULATIONS
/ I " 111' 2 r I WHEN RADIUS OF SPRINKLER HEADS,REOUIRED FOR PROPER COVERAGE,IS LESS Tl1AN RADIUS SHOWN ON
CORR'DO 7/ 'its 3 Y ` ' WATER METER +/ SIZE 1X' LEGEND, THE CONiRACiOR SHALL EOUIP SPRINKLER HEAD Willi A RAIN BIRD "PCS' PRESSURE
- CS VE F E
COMPEtJSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR
2y„ 4r-j H.G.L. _141.3APPROPRIATE RADIUS
31a�
ELEVATION 1267
-- -- -- -- -- - - I 2(`GI -- < 1,20 X.433 - _0_P.S.I. t+�Tt::
y2• rz� r2 l I/2" ��14j
REMOTE CONTROL VALVE A-IZ SIZE 1K" `
- - - - - -- -- - Q �- � - - - ' / R�+A T 12 6 7u 1
- -- - - - -- - - Y- -- - - - - - - - MAXIMUM DEMAND 2_ G.P.M.
J G7� it ( �O W ELEVATION ` ,�I ' ` gam►!r ��� ./ 1 s•
►!
PRESSURE O R.C.V.(STeTr, P.S.I.
it
115 f47\ 111C,44 1 20,
(pl(? I MEM r.s.l. r�• j; F fi .�� �`w,_ �:� �: �
1%, WATER METER 1.0 1���. � ��1'j(�'Sal► �'I q 1 ut1C; j� /�• "Ti \�i�r �
[�
lY1_ R.P. BACKFLOW DEVICE I(. 1.-� 1 �- � \, C•_ `�..
1%, MASTER VALVE & 1 I FLOW METER -0 � 3� � L , 'jam l.,i.. Eel ,,`� �3
-h - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ', •, � � -'``fit r,Lt:�__�_.:� -_,r - .'• I \ ��.
2'�- GATE VALVE A : '' ' F
CITY
DESCRIPTION 0 RE VISION DATE APPROVED
1 �,
-- - - _ - - - zx. MAIN LINE LOSS (11050 l.F) •TRACT 13273
7
�5m UNIT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1�4_ REMOTE CONTROL VALVE 6 1 I4' MANUAL VALVE 2.8 ,Y p •. `,',1:��. \�l CITY O F RANCHO CUCAMONGA
-?- --; ,J '��!; T . 13.4 A C R I~S:; ;\
M I L L I K E N _ AVENUE K•.2- LATERAL LINE 4.0 L ; r _ i
_wr��. �► i �,., 19. 1 D.0 /bC Ey�`,,� TERRA VISTA
FITTING LOSS 0.4 it�` �' ' ` Wit', �� �i ,' '� •.,,.• F ��
J 3 - " ; �,: _ MILLIKEN AVENUE @ TRACT NO. 15526
ELEVATION CHANGE 71.QI u n .e n„� 1 j (ter >'
BACKFLOW DEVICE __ S
U
TOTAL SYSTEM LOSSES 4t�,.b
BACKFLOW PREVENTION DEVICE IS TO BE �, GREENWAY R 'rt•r�i� ' , I --� � '� "�'"'�•" T IRRIGATION PLAN
INSTALLED PARALLEL TO THE STREET AND �� 20.0 PAR I 1 `� - '
PRESSURE REQUIRED AT HEAD: 1 J
SCREENED WITH SHRUBS WHENEVER POSSIBLE. + ;+.i• `�•! r
��• TOTAL PRESSURE REQUIRED: {? 1 J i LEWIS HOMES
_ r„�;' � 1 e, APPROVED BY DATE
i --- STATIC PRESSURE AVAILABLE: 5.0 ,�^„' ;� FI .'.
1 1 �R ^' - .
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REC. PRESSURE AVAILABLE (PRE-SET)' C L 1 �" U•� �_ J �.i� ".,lc, CITY ENGINEER L�- C / S R.C.E. NO._ 3
d.d. Pagano, Inc. 1 1 ��0i1 j/ `y DESIGN * J REC MMENDEG
9 � e LkND CONCI,RN,
IRRIGATION CONSULTANTS RESIDUAL WATER PRESSURE: 1$�� , ; �' A �� 1 �` y �;,
�. A I oC �7, Landscape Archltecture'Plan inp �v
tJb�u ,. n
4705 E. CHAPMAN AVE. ;�{�;y.;f' x'w 1 � 1`�°'""�• - _ _ .--_
- - - - - -- CfTY RESIDUAL WATER _ , 1 �( D R 1750 East Deere Avenue S E
ORANGE CALIFORNIA 92669 PRESSURE REQUESTED: 10 20 P.S.i. '= =+` r AWN HE
--- - (714) 771-9200 :[ 1 „ I( /�-( /
r 4' a } D,P, Santa14)250.4822 F 114) 752.2469
tz QF
6iw rl f`,h,f/, :■ t FIIFO� CMECKEr R DRAWING NO
.��-• ,�.�,-- ,-_ - ____ GATE � _ -_ -__ FILE NO
SHEET 0,50F I)6(
•
BENCH MARK NO. 9G•B
AT THE NWC OF HAVEN AVE. &
19TH ST., 44 FT. W.12HAVEN &
83 FT. `J.�19TH ST., SET DRIVE
PIN WiC.S. TAG IN TOP AT THE
SUPPLEMENTAL LEGEND
E. END OF A HEAD WALL FOR
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I . PATTERN 3.24' CFJIP- •ELEV. 1.1;O.GGG
RAINBIRD 1812-SAM-PRS 12 POP-UP SPRAY HEAD 12F 10* FT. 2.10 20 FULL CIRCLE
�
1 1806-SAM-PRS 611 POP-UP SPRAY HEAD 15SST 4x28 1.00 20 SIDE STRIP
WW
I
\ I I I I I rt
\ I
I I rr
1
I
I
I
I I
\ I I
1 I I tT
40
I I 4 -
� =0
A10
414
327 � <w�� - - - - -,- - - - - - - � - - -t- -
� 1
y 1 \ II
It
, _ =Z I
A15 VIEW =m
< I
/ //� �" •�" i4 _ ��3 �'2` A 9 DRIVE _
!3 -
/ C IGI =cn A 6 22 _CTI I
�y2It 569 =m
E' n -
\ \ \ / // �Y • tii" 1 ,n„ ��41• � ►"`-�t� r�--fir--�r--�r---fir � = / ,\ I �/
i •
14 _CTI
LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 ! !o
I I I I
• PAD 74.0 PAD 74.2 PAD 74.3 PAD 74.5 PAD 74.6 I I I
` \ ! II
IT I I
H II
1 4'1
12671'
• ;15,1 �1N�TS
IRRIGATION SPRINKLER LEGEND „. ' ' f. . F y .,. :1'r' �t �': I ''r,,=}} -; :•
SYMBOL MANUFACTURER MODEL N0. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN fdA� ,- }• 1/ .��a�'J -Jr%jt�{�''�.ti.i-�,� 1 :�°„r`E�:7 i` e;n�t;�};. e, --7 ,
RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 15H 12 1.50 20 HALF CIRCLE �.;{'g CITY
bi-. 1812-SAM-PRS 15Q 12 0.75 20 QTR. - ' � �i � i "_. I - � �{,-' DESCRIPTION OF REVISION DATE APPROVED
.� 1812-SAM-PRS 12H 10* 1.05 20 HALF 6 s J. y.1 0 ED
ai
1812-SAM-PRS 12Q 10 0.53 20 7R. t ,. :� _ � '_ ' �ot
- - 1812-SAM-PRS lOF-LA 8* FULL , Y. ' � 3 - ' ri � Ts. CITY OF RANCHO
1.30 20 F
i 1812-SAM-PRS lOH-LA 8* 0.65 20 HALF - \` v�� >` �< -+-
P ONG
- * ,^^= "". r,;F,�u 1 - ��, �'I•' ;�.`;...7FtACT 13273
1812-SAM-PRS 10Q LA 8 0.33 20 QTR. A
- * , �,r •:-••� � �� s� , , 5�. uNlr TERRA VISTA
4
1812-SAM-PRS 8H FLT 8 0.65 20 HALF
b 1812-SAM-PRS 8Q-FLT 8* 0.33 20 QTR. 1 r. }' ,r ��'A f � = i`� ' _ f3}4 ACR MOUNTAIN VIEW DRIVE ACT NO. 15526
t 1806-SAM-PRS 6 POP-UP SPRAY HEAD 15F 12 3.00 20 FULL
if 1806-SAM-PRS ^ �, , f� r - --i 1 '1 I: „ }•" I.;
15H 12 1.50 20 HALF ) ' /'cr �1:lir •ir reln .a '; ;; '_): � 1�� _: �, y IRRIGATION PLAN
1806-SAM-PRS 15Q 12 0.75 20 QTR.
+ " � W L S7 ""40- '
1806-SAM-PRS 12F 10* 2.10 20 FULL
1806-SAM-PRS 12H 10* 1.05 20 HALF �_` GREENWAY R ►rr� �� ' _ :.ti;•`f'',�` �y U
8 1806-SAM-PRS 12Q 10* 0.53 20 QTR. iz �-. PART ,f` 5� ,_ ; ,, :_i 1 r LEWIS HOMES
m 1806-SAM-PRS lOF-LA 8* 1.30 20 FULL ' c
APPROVED BY GATE.
1 6 CITY ENGINEER __ RCE. N0.
�- 1806-SAM-PRS lOH-LA 8* 0.65 20 HALF "' ' Aft ° --
f1 1806-SAM-PRS 10'_LA 8* 0.33 20 QTR. ,f�` YOT •��I -I Y '-} I r �" ��' ` ` �r - f/
O 1806-SAM-PRS 8H-FLT 6* 0.65 20 HALF C�.(�. Pagano, Inc.
_ . ;��~ '; k+ :i I 4� f �ti�y,� DESIGN -- - - . L�'D CONCERN, LTD RECOMMENDED
1806-SAM-PRS 8Q-FLT 6 0.33 20 QTR. r f•
* FLl
IRRIGATION CONSULTANTS A#4Y0N f ' .; ' !� z
/' -i. ' o V•� Landscape Architecture/Planning
• 4705 E. CHAPMAN AVE. _ S. 3�' V t __-
/, S y DRAWN 1750 East Deere Avenue SHEET
ORANGE . CALIFORNIA 92669 �! 1, � ,' I o'l 'J>7-
\; CZ VS:,• I' 1, « Santa Ana,CA 92705 L3
(714) 771-9200 , - X E� a � 1 (114)250.4322 Fax(714) 752.2459 OF 10
WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, r � .' � �.� I �` �' A
l ,, l�" !� ' r�•: v �` ��_>.' 4!FO` CHECKED � � DRAWING NO
STREETS,WALLS,ETC. IS LESS THAN RADIUS SHOWN ON LEGEND. THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD �; E 1.
WITH A RAINBIRD 'PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL AT INITIAL r \` J fr --- - - -- RCE NO I rQ�J
CONSTRUCTION. SELECT SCREEN ON CHART LOCATED ON SHEET NO. L2 FOR APPROPRIATE RADIUS. GIT / DATE FILE NO V
•Pa20' MOUNIAIN VIEW DR. LANDSCAPE PL. - 2310,27] PF : 1081 612 29-Nov-93 05:22 PM / 126- 1081-
SHEET kl?OF I�'
-
-asu•., z - �'!!. - -, / s ♦ r. - ' _ T - - - - - - / . ! �'�, i` ate.: ' 4F
1�
24" STRONG BOX
TO SPRINKLER - ANGLE PIPE TO MODEL NO. 0__fA5 /IZ0✓
SPECIFIED DEPTH WITH 45ELLS
SCH 40 PVC MALE ADAPTOR " TITE"WATERPROOF BACKFLOW PREVENTER
SNAP
SCH 80 PVC UNION CONNECTOR OR EQUAL ASSEMBLY
"SNAP-TITE"WATERPROOF � BRASS OR PVC NIPPLE SEE DETAIL f 15 Slft'L5 1�Of2- NIPPLE - TYPICAL
CONNECTOR OR EQUAL < ELECTRIC CONTROL VALVE NOTE: 6.P.U. EWGLOSUQE (4) PLACES
ENCLOSURE TO BE GROUNDED PER
WIRE SERVICE LOOP (LOOP INS►LOCAL CODE GROUND Roo E- N - -t
W ; PLASTIC VALVE BOY INSTALLED INSIDE ENCLOSURE ON r -
m g MARKED "IRRIGATION RCV
ENOUGH WIRE TO EXTEND WIRE F Z ,00
CONTROLLER SIDE
(CARSON OR EQUAL) NIPPLE
BUNDLE 6- ABOVE GRADE Z - 1 )
W ETCHED WITH CONTROLLER I
a o AND VALVE SEQUENCE
6" THICK x 12" WIDE
SPLICE BOX COVER WITH Z _----
LOCKING TOP ETCHED "S.B 6� MIN. FINISH GRADE FINISH I / CONCRETE PAD (LENGTH VARIES
PER SIZE/MANUFACTURER)
r I I I I BRASS WYE STRAINER GRADE I z I SLOPE TO DRAIN AT MINIMUM
I I I I I WITH 60 MESH ao 27
8" II I I 3'-6" x 3'-6" x 9' CONCRETE MONEL SCREEN
MIN. I I I I FOOTING INSTALL A MINIMUM OF
ip _ - III SIDEWALK L--� 21 3" ABOVE GRADE AND SLOPE 11 " UNION I FINISH GRADE
AT GRADE IN LAWN AREAS _ I` � I � � : • b TOP TO DRAIN AT MINIMUM OF 2z. .
PVC SLEEVE
\ I- I -- - >.�:.- - ! PIPE THROUGH
T I - -� I-II MOISTURE • I I REQUIRED FOR
IN PLANTER BEDS � -�- - - � SENSOR '.` _ _
••_• WHERE b� �_� � i----� � ��_� � � � � I �_� � �—I � �= I '
_ •� 11-1 CONCRETE PAD
iv u_ I j REOUIRE D -' ' _ _ COMMON WIRE/CONTROL WIRES IN I_ — _ — _ —{
—I III- •" Ij I Il Ilill l II 1 I III II I'll l it I I II11 1�II775� 3' SCN.sO PSC CONDOR - I — I—"' — �' NIPPLE - TYPICAL
_ I I I l i I I I=1 111=
- PIG TAIL EXPANSION --- ---
LOOP (MIN. 24' LONG) ? - FROM WATER SOURCE (I I I I= (2) PLACES
11 120 VOLT WIRE IN RIGID STEEL 6" I - =1 SCH 40 PVC MALE
2 BRASS ANGLE GLOBE CONDUIT (PER LOCAL CODE) z 90• SWEEP ELL oo III—rrrI I I 90% COMPACTION - IIT-i1 ADAPTOR
Flow ( I I�_ VALVE W/UNION TO POWER SIDE OF CABINET (TMP.) --- ANT 1 ANTENNA PORT EPDXY FILLED,LOCATE I II=1-1
{I I I ,: I REQUIRED I,I Lll
} I-I- OUTSIDE OF BOX. INSTALATION/LOCATION
12" X 18" GREEN PLASTIC METER 40 -Ili 1- - - _- - j�L- 4 10" I 15 -{ +- II--1 -II F w-►
r „ ___ _ ____ ___ 3/ WASHED I I PER CITY AND CALSENSE REP.
BOX, CARSON OR EOUAL _FP�J o Z o CRUSHED AGGREGATE
_ _ ELECTRIC METER PER SCE TO METER ,
3 •b •b o II I HEAvv DUTY WEATHER - RESISTANT II .•: IIIII- I++ �• LLINE TO SYSTEMS
ap ° ° • ° -II( PHOTO ELECTRIC SwrtoH FOR SECURITY —
_ • • •_ IT -I LIGHT CONTROL AS REOUIRED PER —I
STT—TT --rTT-TTT—T SCH 8o PVC NIPPLE PLANS. 1 P�RCRETE THRUST CCwO STANDARDSBLOCK ELBOW ( )
TYPICAL 4 PLACES
> --111==ill--i I F I j 1=�� �
iir_iTr- - -1ii__.Iii_—I
_ - CONTROL dr COMMON WIRES r
I RIGID PIPE .AND .RELATED FITTINGS SHALL BE PER
- --- - - --
CALSENSE CONTROIIER MODEL N0. I CUCAMONGA COUNTY WATER DISTRICT STANDARDS.
- _ - - -—
T STD LER L T I All VERIFY WITH CCWD PRIOR TO
PER PL/1N5. I CONTRACTOR SH ERI
-- _ _-- --- - --- - - -- _ - REFER TO CONTROL J I CONSTRUCTION.
NOTES:
—� INSTALLA ION 1. INSTALL PER LOCAL CODES.
\ � I I j
SECURITY LIGHT L J 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
TIMER REOUIRED PER I STRUCTURES OR HARDSCAPING.
�.r .z s- BRASS NIPPLE - / PUNS. FINISH
GRADE D' GROUND RD 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.)
SCH 40 PVC SY.SYT TEE PRESSURE SUPPLY LINE II I MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
\ iY SCH 40 CONDUIT 8" I ( i I I I I - 4. ORIENT UNIT PARALLEL TO STREET.
NOTES- FOR SECURITY LIGHT IN, I I I I I I . 120 VOLT WIRE IN RIGID
ZVOLT WIPES. TAPED AND 1 INSTALL CONTROL VALVES A MINIMUM OF 1Y FROM STRUCTURES OR HARDSCAPING. WIRING - STEEL CONDUIT (PER 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
BUNDELED AT 15 R INTERVALS 2 114STALL VALVES IN PLANT BEDS WHFREVER POSSIBLE NEXT TO SIDEWALKS. _ — LOCAL CODE) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF
3 PLACE VALVE BOY AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING __ VALVEDISIMI
METALS.
�I - _ I � 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER
�- 2 CU FT. PEA GRAVEL 4 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX ►ILL TAT= -- WHEN MAINLINE IS 3" OR LARGER.
S ATI ACH�6flr- IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND _._-____-__
VALVE NUMBER.
24 VOLT SPLICE BOX REMOTE CONTROL VALVE WITH SHUT-OFF VALVE & UNION CONTROLLER ENCLOSURE - TYPE A REDUCED ,PRESSURE BACKFLOW PREVENTER
_ 1
CITY OF RANCHO CUCAMONGA STANDARD PLAN CITY OFRA5 NCHO CUCAMONGA STANDAPC PLAN 3 CITY OF RANCHO CUCAMONGA STANDARD PLAN CITY OF RANCHO CUCAMONGA STANDARD PLAr-
o .
SLIP BASE SOCKET OVER
END OF WIRES
Z � SEE? TAI L NO I�/ SH'r L'S, �.• - ANT 1 ANTENNA PORT EPDXY FILLED,LOCAT
W i✓0(L Ai` ► MDU N'(I f1G ¢I tyS'f�+l-I�TIoNr— OUTSIDE OF BOX. INSTALATION/LOCATION
S Q, STRIP WIRES APPROX. 5/8" PER CITY AND CALSENSE REP. WHIT E
"SNAP-TITE" WATERPROOF ,
Z ` ROUND PLASTIC VALVE BOY do FROM ENDS _ COAXIAL CABLE BLUE r CONNECTOR OR EQUAL (TMP.)
- STEP 1 ik 101 11
COVER ETCHED "IRRIGATION GATE"
Q n (CARSON OR EOUAL) ttsl It}1 MODEL NO PEERTPOANSR
Z II.I:1 I PIGTAIL EXPANSION LOOP
RED [(MIN. 24" LONGI (TYP.)
- itE;l+Ii ;l t BLACK
a FINISH GRADE
_ _ 120 VOLT DUPLEX --► (DCALSENSE HARNESS IRRIGATION CONTROLLER
PUT CRIMP SLEEVE OVER OUTLET IGFCI)
WIRE ENDS - CRIMP SLEEVE TERMINAL STRIPS TO WATERPROOF All
MATCH CONTROLLER PLASTIC VALVE BOX (CARSON OR WIRE CONNECTIONS
TIL-I I SII
y-I{ 1Ya' OR SMALLER -BALL VALVE �L�-=1� STEP 2 512E ATTACH IRRIGATION EQUAL) WITH PLASTIC INTEGRATED AS PER STD ,.� " h k
jjLID. PLACE GRADE IN TURF
_J-I-rI NIBCO T-565 W/SS HANDLE -!L!- REMOTE PIGTAIL MFG AREAS AND 3T ABOVE IN PLANT BED. DETAIL S20 x x 1
PER PLANS
T t== Irk 111
Lr 2" OR LARGER -RESILIENT WEDGE FIELD WIRES (TYPICAL)
Z _ ;�
�—I I GATE WATTS 403 RT-RW I I I^ VALVE
x
APPLY SEALER TO INSIDE PIGTAIL EXPANSION LOOP x x WHITE
III- -1 OF SEALING PLUG x (COMMON)
MET:
r (MIN. 24" LONG) BLUE
•
I I- 3- 3" I I--1 I f
OF 14
_.�� FILL BASE SOCKET WITH SEALER
WIRES
LER-1 — II=Tr ENCLOSURE MOUNT
-� --` RED MASTER CONTROL
STEP 3 NOTES: •
-_ _ -TTi _ _-1� - VALVE
COD��iI��I �_ lll - I� 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL _ BLACK
I PRIOR TO CONSTRUCTION.OEAPPROVED IN FIELD BY THE CITY INSPECTOR F`�
I I - _
FLOW METER
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN- DIAMETER SAME
SEQUENCE OF REMOTE CONTROL VALVES.
• I L I PUSH SEALING PLUG INTO SIZE AS FLOW
-� ' ' --'--_ -- -- = METER SIZE
BASE SOCKET U LU IT LOCKS 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH
IJ�__�I Ill- I I1- -_ BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE DIAMETER SAME SIZE
IUj:--- WIRE AT THE ENCLOSURE. AS FLOW METER SIZE
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR.
3/4' WASHED CRUSHED
AGGREGATE BASE STEP 4 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE MINIMUM DISTANCE DOWNSTREAM
NOTES > r—� CONTROL VALVES.
Sx t,IAMETER OF FLOW METER SIZE
I PLACE AGGREGAIE PRIOR TO INSLALLATION OF VALVE BOX. �" __f-I- PUSH WIRES TO END OF BASE 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO
2 INSTALL COITTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING SOCKED TO lLSSURE COMPLETE (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER
3 INSTALL VAl VES IN PLANT BEDS WHERE EVER POSSIBLE NEX1 TO SIDEWALKS SEALING OF CONNECTION SYSTEM PRIOR TO ACCEPTANCE. MINIMUM DISTANCE UPSTREAM
4 PIACF VALVE BOY AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING
5 i'LACf AGGREGATE PRIOR TO INSTALLATION OF VALVE SOX 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODES. � TOx DIAMETER OF FLOW
6 ATTACH MFTAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND RAINBIRD SNAP-TITE WIRE METER SIZE
VALVE Nt/ME3ER CONNECTOR (UNI�EI��U�'(�p PI�)
E VALVE-3" OR SMALLER WIRE CONNECTOR CONTROLLER ASSEMBLY INSTALLATION - TYPE A FLOW METER INSTALLATION
GATE 4
CITY OF RANCHO CUCAMONGA STANDARD PLAN6 CITY OF RANCHO CUCAMONGA STANDARD PLA'V CITY OF RANCHO CUCAMONGA STANDARD PL�"V
GENERAL NOTES IRRIGATION NOTES ` ` •
WITHIN a. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO DESCRIPTION OF REVISION DATE CITY
A. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING 1, THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN AP►ROMEO
OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO PAVED ARES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY
AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE THE CITY'S AUTHORIZED REPRESENTATIVE. CITY OF RANCHO CUCAMONGA
CARRIED OUT BY THE CONTRACTOR. SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.
fi. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE .
B. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TERRA VISTA
STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST,THAT WERE NOT COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR
UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE MILLIKEN AVENUE @ TRACT NO, 15526
EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT
APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED ANY INADEQUACIES OF COVERAGE AT HIS OWN COST.
FIELD CONDITIONS SHALL BE REPORTED TO THE CITY AND LANDSCAPE REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL
ARCHITECT. ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION IRRIGATION DETAILS
THE CITY. OF ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGFS OF
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO INSTALLATION: LEWIS HOMES
REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. - -
SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND a. INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. APPROVED 8Y DATE .
CONTRACTOR
FROM HIS OPERATIONS OR NEGLIGENCE. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. b. PRESSURE SUPPLY LINE INSTALLATION. hist n� CITY ENGINEER
� '�, '" �! RC.E NO. 24
C. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF ��o�s cy�
�t��/ DESIGN - •q � j RECnMrt1;NDED
C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR 4. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FRFE OF EXCESS TRENCHES. , S 1-AN1 ) �ICK�I-IN
ARCHITECTURAL PLANS BEFORE BEGINNING WORK. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. d. AUTOMATIC CONTROLLER INSTALLATION. C�.CI. Pagano, Inc. I
y P• •-Y- Landscape A�hitecttrre/Plarming -
e. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. IRRIGATION CONSULTANTS lIr' k
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN f
LATERAL LINE AND SPRINKLER INSTALLATION. a�os E. cHAPMAN AVE. � �} �f* DRAWN ' 1750 East Deere Avenue SHE T
D - RK. 5 F GALLONS PER fl. FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED ORANGE CALIFORNIA 92669 s, ������� t�P � �SantaAna, CA 92M L4 -or 10
PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WO AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND 0 G 0 -
t�,aI », s 200 (714)250-4822 fax(714) 752-2469
MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER � Gf:1�E
�HECKEO DRAwItiG NO
E. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THF START OF THE PLANS AND SPECIFICATIONS. _ RCE NO __
- - -- --
RELATED EXPENSES WITH THE CITY'S AUTHORIZED REPRESENTATIVE. CI '
INSTALLATION. DATE - FILE NO
SHEET N0,00F fO
- i
I
POP-UP TURF HEAD SET TO '/�"/40dV k NOTE: FOR PIPING UNDER PAVEMENT THAT IS SUSCEPTIBLE TO TRAFFIC
FINISH GRADE LOADS. REFER TO CITY STANDARD DETAILAt
20 (Q4M(W.
TOD6
'
I'tilX. DEPT'N
To 70P OF PIP( 6r-LOW 9TRLIGTU12AL SECTION.)
FINISH GRADE RAIN BIRO 33 DNP WITH A/EPL-
1 2 4 SIDE VIEW HARDSCAPING RUBBER CAP - SUPPLY ONE KEY
PER 12 QCV'S INCLUDING HOSE
t _ _ --, I SWIVELS.
-III I I_I I I_I I I-III I �_,i I; I i_ �.�. �'. STRUCTURE OR
•'�y �' ' %`.� �` HARDSCAPING
`-�- -- -- -- -- -- -- --,r�-'_-,
•-
n
FINISH GRADE _
IN
STALL IN
2 _ PLANTER BED ONLYI I- I
II=' 71
-
18' MAXIMUM
0 000OD OHIO
0000 OO
O L ❑00DO 00000 O
3 �_ = I II=_III-
_
? I-I III •• .' . .` . Y.:
4 N Z CLEAN BACKFILL -
I LL SEE
I L.
� SPECS. FOR MATERIA
SCH 80 PVC NIPPLE 90
7. COMPACTION REQUIRED
5 (MINIMUM 2" LONG) _I
N I _ SCH 40 BRASS NIPPLE 12'
SCH I�I 1 SAND SGODIIJG AND CH 40 BRASS 900 E
SCH 80 NIPPLE - S' LONG _I ( SNAO0IN 6,((,"M 4j-) SCH 40 BRASS 9CP STREET ELL
TOP vl w SCH 40 PVC � - STAINLESS STEEL
7 6 9 TXT 90' ELL 41
I_I I ( SCH 40 BRASS NIPPLE - SCREW CLAMP
LEGEND MARLFX 90' STREET ELL M _I I I-I I Z MINIMUM (3) PLACES
I I 5 24" LONG
- - -------- ---- - -- - .I (_� Ico 4 REBAR STAKE
1. ALUMINUM BACKFLOW ENCLOSURE 7 WATER SERVICE OUTLET PIPING. I- CONTROL WIRE SLEEVE SCH 80 PVC 90 STREET ELL
- 24" LONG)
"STRONG BOX" MODEL M SBE3C- (-1 1=; SIZE PER PLAN INSTALL
45 AL - 45"L x 16"W x 30"H 8. FINISH GRADE. T- =III-1 III_ ADJACENT TO PRESSURE
\-MARLEX 9Q ELL tv� I-I I I I SUPPLY UNE
2 BACKFLOW PREVENTER. 9. SUPPORT ROD (TYPICAL). - -
NON-PRESSURE -
LATERAL FITTING PRESSURE SUPPLY UNE
3 ANCHOR ROD (T (PICAI )
I -1 I I-I I I-I I -I I - _ SLEEVE - SIZE TWICE
I DIAMETER OF PRESSURE I
4 POURED CONCRETE lE BASE 6" NON-PRESSURE LATERAL UNE i I-� I i TMP SUPPLY LINE
MINIMUM THICKNESS - EXTEND 4" NOTE:
BEYOND OUTSIDE DIMENSIONS Of I LOCATE HEAD 2' TO 6* FROM WALKS. CURBS. HARDSCAPING. MOW STRIPS. NON-PRESSURE LATERAL
ENCLOSURE. HEADER BOARDS, AND EDGES OF LAWN. UNE SLEEVE - SIZE TWICE
DIAMETER OF NON-PRESSURE
5 WAIER SERVICE INLET PIPING 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTES: LATERAL LINE
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. ALL SLEEVES TO BE SCH 40 PVC. PRESSURE SUPPLY
b 3/4" WASHED ROCK COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. LINE FITTING
2. EXTEND ALL SLEEVES tZ' BEYOND EDGE OF HARDSCAPING AT BATH ENDS.
4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY LINE
ALUMINUM BACKFLOW ENCLOSURE POP-UP TURF SPRAY HEAD TYPICAL SLEEVING " QUICK COUPLING VALVE WITH METAL STAKE (NON-TURF)
15 _
(HIGH PROFILE) �`' ''" ` CITY OF RANCHO CUCAMONGA STANDARD PLAN CITY OF RANCHO CUCAMONGA STANDARD PLAN CITY OF RANCHO CUCAMONGA STANDARD PLAN
PLASTIC VALVE BOX do COVER: STRUCTURE OR
ETCHED 'QC" (CARSON OR EQUAL) HARDSCAPING HI-POP SHRUB HEAD SET TO V4"Ab�
FINISH GRADE
MOUNTING TEMPLATE FOR RADIO ANTENNA FINISH GRADE
T-1 INSTALLATION 7I 6' MINM�IgNx FINISH GRADE III III I I III I I_
AN AT GRADE IN LAWN AREAS I S'
II III_
_ .. ,.. ..
RADIO ANTENNA (ANT-]) _ _ -
1=1 =1 I- _I -' ' ' _III=1 I -1 I I I I-i I I-i
INSTALLATION -I I I-! IITi=1 ,- - _ __ _ _
\ ,i l -1 I I- I I- -1 I I-I�I� 11, I I I,-III-' z o � -III - CLEAN BACKFILL SEE
1 33 DLRC QUICK _ i I i-i I I I I=1 l I z I ( I I SPECS. FOR MATERIAL.
u, 907 COMPACTION REOUIRED
COUPLING VALVE I _2 -� I I� ( III- -
Mochh. Saw W/ RED RUBBERI 1= 11= z I=1 I I I I� I I (n-
-
STII11 ( I NON-PRESSURE LATERAL UNE:
RICLAMP EL I-1
SCREW Ell ( I I- TRENCH SEH. 40 SNAKE PIPE IN
MINIMUM (3) PLACES
IlA _II II 7II
otnthp ��. I �
0( Endo"e
x
3/4" WASHED
Ate' Pod CRUSHED
AGGREGATE BASE •I• •••'-ma
••�...
_II-I I I
3 IIII
IPRESSURE SUPPLY UNE:
SCH. 40/CL. 315 SNAKEell,
0
PIPE IN TRENCH
SCH 40 BRASS NIPPLE I Ell
3.5' Lockwoshw
P" fO1
'"°"""'"° Hex -
I SCH a0 BRASS NIPPLE - _
=I I I I 2„ ___ CONTROL WIRES BUNDLE
4"2LONG I-1 I-i AND TAPE AT 15' O.C. AND
III I I I I INSTALL ADJACENT TO
I I
Coo" Cable(46*) SCH 40 PVC I I ( I !III I~III III III ( PRESSURE SUPPLY UNE
Coo"
ZMARLEX 90' STREET ELL 90' STREET ELL _
n l I kYoo°d � ' I I ( I (_ III III III 1 1 1 I I I
MOdel SCH 40 BRASS 9d ELL NON-PRESSUREMARL( 90' ELL , PROVIDE IrMIN. OF $ANO
I T LATERAL FITTING I I I I 6• NP
t I C ET 1-0TR2
SCH 80 PVC 90° NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE
EBEDDING SHAD011JC1
-DTR2 STREET ELL STR 40 BRASS 90° TYPICAL (2) PLACES
PRESSURE SUPPLY 5 E� E ANTI-DRAIN VALVE AS REQUIRED
\ " i LINE FITTING 4 REBAR STAKE
CALSENSE t2e LONG) NOTE:
PRESSURE SUPPLY UNE 1. LOCATE MEAD 7' TO G FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTE.
=1n
\ _ T / HEADER BOARDS, AND EDGES OF LAWN. 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION.
T-- J 2. USE 'TEFLON TAPE ON ALL MALE THREADS.
NOTE: 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. PRESSURE SUPPLY LINE: 2-1/2" AND SMALLER - 18" MINIMUM COVER
I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
PRESSURE SUPPLY LINE: 3" AND LARGER - 24" MINIMUM COVER
4. HEAD CONNECTION AT BOTTOM INLET ONLY.
QUICK COUPLING VALVE FOR ALL TURF AREAS HI-POP SHRUB SPRAY TYPICAL TRENCHING
i 12 10 CITY OF RANCHO CUCAMONGA STANDARD PLAN
CITY OF RANCHO CUCAMONGA STANDARD PLAN CITY OF RANCHO CUCAMONGA STANDARD PLAN '
NOTES CONTINUED
13. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND 19. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF D11"SCIO..- TION OF REVISION DATE CITY
8THE CONTRACTOR SI1ALl PROVIDE THE CITY, UPON THE COMPLETION A►/ROY[d
12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO MINIMIZE _
. UR THE BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW
FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK THROUGH.
JOB, A SET REPRODUCIBLE "AS BUILT" DRAWINGS, WHICH SHALL BE VERIFIED OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL CONTROLS TO PROVIDE OPTIMUM PERFORMANCE, CITY OF RANCHO CUCAMONGA
PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE
9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE 20. PRIOR TO BACKFILLING IRRIGATION TRENCHES: TERRA VISTA
H
14. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 MILLIK E N AVENUE C TRACT NO. 15526
SEQUENCED VALVES SHABE LAMINATED IN HYLAR AND MOUNTED ON THE SLEEVE WITH 24" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED
INSIDE COVER OF THE IRRIGATION CONTROLLERS. PLANS AND INSTALLED PER DETAIL. Ar 150 PSI FOR A PERIOD OF SIX HOURS ANY LEAKS FOUND SHALL BE
10. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND
I11 YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP
15. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER INSTALLING NEW MATERIAL IN ITS PLACE. IRRIGATION DETAILS
SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK
COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8"
ADDITIONAL COST TO THE CITY. DIAMETER GREEN PLASTIC VALVE BOX. LEWIS HOMES
11. THE IRRIGATION CONTRACTOR SHAH MAINTAIN THE SYSTEM FOR A MINIMUM APPROVED BY , /�/ DIATE.
PERIOD OF ONE HUNDRED EIGHTY 11801 DAYS AND SHALL WATER ON A REGULAR 16. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BETA^ S � CITY ENGINEER / v RC.E N0.?�
MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND �;, µ ��.a K
BASIS. COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. '
12. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER C�.C,. Pagano, Inc. -M� DESIGN • AND . u�N Lrl� TO' NofO
ja v
I � t
-�D�q7
OF N14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE
17. CONTRACTOR TO INSTALL AN APPROVED ANTI DRAINAGE DEVICE FOR ALL LOW IRRIGATION CONSULTANTS -Yf �a'XkwaIC11ll'f'Cli>VI°I�d/Tfil(I(J
FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION.
POSSIBLE. BUNDLE AND TAPE TO PIPE AT 15 FEET INTERVALS. PROVIDE 4GE E. CHAPMAN AVE. <• DRAWN y SHE It, '
-4-�i- � � 1750 East Qeere Averx�
ORANGE • CALIFORNIA 92669 � .-;�`. � f
WHERE OSS , U P I JSant►Ana CA 9270 L 1
TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN IN TWO DIRECTIONS
18. ALL HEADS SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS SPECIFIED (714) 771-9200 �l��,F „ �I -a
FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE WIRE AND LEAVE IN AL THE LEGEND AND SET r/4" ON A FINISH GRADE. �`�� , (I1Q12504822 Fax E 14)NO -7�
�`- t CHECKED ORAWIyG NO
- ------- -- --- RCE NO-
VALVE VALVE BOX. CITJ DATE - FILE NO
SHEET NO.kOF Is�,
/1
I • - $,
0 e
`..
,,_
i
rt INSTALLATION
t N tor, LD )L
, F If ( lALfi Y CONTROL
.
l
IRRIGATION SPECIFICATIONS
SPRINKLER 4. An expansion curl shall be provided within Three (3) (cats,(each wire A, Trenching A AJµ +,( etena l
ietntitti the Syl
PART 1 -GEN Aconnection Expansion curl shall he of sufficient length at each spli,a
I connection at each electric control valve, so that in case of repair. the I. Dig Irenchcx straight and support pipe continuously on bottom++f Irengh I The C++nlrAil„r shall Ilu,h and aJju,l all sprinkler heal. for optimum1.01 DESCRIPTION valve bonnet mail he brought to the surface without Jas,onneetutg the Lay pipe to an even grade Trenching cx,avation shall Billow la,"1111 pc•rfixnian,c anti to pic%cmt ovarspra\ onto walks, roadwa\s. and
�. Quick coupling . control wires. Control wires shall he laid loosely to mcm,h wohout indicated on the Drawings and as noted huildutg,as much as po,,,hle t
valutaPART 2- PRODUCTS
A. Scope of Work: Provide all labor,materials,transportation,and services facceseary stress or stretching wire conductors.
to furnish and install the Irrigation System a.shown on the Drawings and de sorihcJ 2.01 MATERf1tLS 2. Provide for a nunnnum nl righlc,n 41111i uxhcs cover liar all pras,ura ? If h is JcicnnmrJ that adlu,unant, tat Itis nrsgaunn ryugtinrnt will
g
herein. h. Stub-outs fur tutors connection. supply lines of 2 I`2 ut,h nonunatl Jinnxtrr,or entallcr r vada r r anti more ails uati.,Hera the Conua,tnt shat rata a 1
S. All splices shell he made with Scotch-Lok #3576 Connc,tor Scaling PP Y p " pope y gc.
A. General: Use only new materials of brands and types noted on drawings,specified Packs, Rainhird Snap-Tile wire connectors,or approved equal. klakc shah es in nnnts poor to degreesnting. Adlu,sra+em, ma) stun include
1.02 QUALITY ASSURANCE tSe REQUIREMENTS i. Other related equipment as directed by the City of Rancho 3. Pn,vaJr for a nunintum of tNant\-li,ur(24)in,hi,,e\cr los all prcs,ure changes in noiila sues and degrees,+I Arc as required k
Cucamonga. herein,or approved equals only one splice with each connector scaling pack
supply tin,•,n(3 nxh nominal.banner,It I:oger t
A. Permits and Fees The CoMnctor shall obtain and pay for any and all permits and
B. PVC Pressure Main Line Pipe and Fittings: 6. Field splices between the automatic controller and electric conlrol valves 3 Lowering raised sprinkler heads h\ the Contra,tor shall he a„omplished
all observations a■required 6. On or before the date of the final field observation,the Contractor shall will not be allowed without prior approval of the City of Rancho 4- Provide lir a mutnwnn.oI Iwrh'e I I'_t oohs,for all non far„tate Ines within tan(I+)) Jays slier nntili,ntinn b.% the Cis)
deliver the corrected and completed sepias to the City of Rancho
Directions Manufacturer's directions and detailed drawings shall Cucamonga Delivery of the sepias will not relieve the Contractor of the I Pressure mein line piping for sizes 2" and larger shell be PVC Crass Cucamonga.
B Manufacturer's Dr S. Provide for a nunumum ce\er of aighlcan I IMI orchis for all ,unlrol
res nns+hilJ of furnishing required information that may he omitted 315' J All sprinkler heads shall he act per)+intiicular In IinashiJ grades""less
be followed in all cases where the manufacturers of articles used In this Contract r Y g q Y • K. Automatic Controller: I wiring. other-%s.c designated on the Drau utg,
(runtish directions coveringMs not shown in the Drawings and S ecifications from the prints
poi g p 2. Class 31S pipe shell he made from an NSF approved Type I, Grade I,
PVC compound conforming to ASTM resin specification D1794. All I. Automatic conlroller(s)shell be of size and type shown on the Drawings 6. Refer to City standard number 1'_0 "Trench Repair" lir All tnncbmg v Ram Rud 1-1 R CP PRS \ales I%ill be „1 per nt.uua L,,iuie+s
C. Ordinances and Regulations: All kcal, municipal and stare laws, and rules and C Controller Chan. within City atcc11, 1i,auora s++that each lateral o,cralcs al Je,tgn IY s,u,e
pipe must meet requtrementg as set forth in Federal Specification PS-22- sr�� I r
regulations governing or relating to any portion of this work are hereby 70, with an appropriate standard dimension (S.D.R.) (Solvent-weld 2. Final location of automatic conlroller(s) shall he approval by the City
incorporeled into and made a pan of these Specifications,and their provisions shall I As built drawings shall he approved by the City of Rancho Cucamonga B Bm,kfilling:
he(erc cmlrullcr\harts areprepared Pipe). of Rancho Cucamonga. R Te,tiag,+f Iri+g»Iran System
he carried our by the Contractor Anything anntaaned In these Specifications shall
, above Ica re ulalons, or � I The Ircn,he, shall not h: ha,klilledl until all rayuirrJ tells arc
MA be corssln,ed to conflict with any .f the ah e ti g 3 Pressure main line piping for gazes 1-112' and smaller shell he PVC 3. Unless otherwise noted on the Drawings,the 1_0 volt electrical power
Provide uric,umn+llrr char for each controller x11 tied I The C nnita,tor shall n•yu;,t otic prc,inge ,,I otic Cu\ of Rancho
r Ms of the write However, when these Specifications and Drawings call 2 rr rli+rote) Tren.hc, ,hall h; .arlully ha,klillid N,Ih the cxca\:ncJ
requa tine r Schedule 40 with solvent welled joinu. to each automatic controller location is lu be furnished by others. The pa
r r rhe materials, wnrkman►hi or u,nslnxtion of s honer yual+ly,higher materials m ,«o\ed for hacklillin n,satn of c.nlh, loam,sandy,la). Cueannatgn tat waling at Ica,1 4x hours tat aJ,:nxc of Icamg
fear rr de*c r final electrical hook-up shall be the responsibility of Ila Contractor. f l g'c" g
3 The chart shall show the area controlled by the automatic controller and sand, or olhci app«,%ed matenal,. 11- Ill,- large ,1-1, of card „r
standard, ex a
larger se than is required by the above rules and regulations,n tit•, -
a
provisions of these Specifications and Drawings shall take precedence PVC compound conforming to ASTM resin %phall he the naxunum oat wb,h otic controller Jrw4. Schedule 40 pipe shall he made from NSF approved Type 1. Grade I r will allow q. A Reinmastcr 24 PC permanent remote control pigtail shall be mounted stone, Bai klill shall he rate,h:,n,,all\ „'utp:,,IcJ m IanJ,,ape,1.ire;t,to Test all l+rce>urr line, under h\J«+etali, 1+r,•,eur,• .,I I t) pounds per
ec+fiastion D17MS All
inside controllerlelectrical enclosure. Digital trunk radio to be operable y I g syuar uxh and rn,\,•watertight
pipe mull mast requirements as sot forth m Federal Srectli;anon PS 21 a Jn dansoy equal to aJia,;nt unJi,tarb:J soil tat luaim a+ca,
D. Ex Iartation of Drawings 4 The chert is to he a reduced drawing of the a,lual installed system to City's central computer prior to acceptance. Contractor shall pay and Ba:krill will conlorm to adla,aral grad;, u uh•,ut Jips. sunken a,cas.
P 70.
However. In the event the controller sequence om not Icg,he when the humfs or other surfa:e irrcgulnru�,•s Note Testing tit pressure nam Intc•s shall occur poor to+nstallAunn
be responsbile for the installation.
III the electric control valves
Dut M the scale of the Drawings.it is not possible to indicalc all off,ct%, drawing a reduced. it shall he enlarged In a sale that will he readable S. PVC solvent-wild filling%shall he Schedule 40, I-2. II-1 NSF approved ,
filling.. sleeves. rte which may he required The C.ontn,11or shill when rcduccd 2 A line granular material ha,kfill will be inmall\ p1a, I oo all Israel N' .
conforming to ASTM test procedure D2466 3 All piping under pave)area, sit»II ha tcacd under h)Jroslati, pressure
carefully investigate the strucluraI and ftm%hcd conditions■ffecting all L Electric Control Valves: In
natter larger thin „rte hall rl _'I ut,h tat ave N II be nnutcJ
of his work and plan hu work @unrdingly,furnishing su,h finings,cl, S. The char shall be a hlAckhoc sir blualnc onlJ print and a diflcrenl 1 of I50 pounds per square inch and proven watertight psi,r to paving
6 Solvent semen aril cooter for PVC solvent-wow pipe anti fittings shell tat lhi nuual ba,klill
w , ersermlll, color shall he used to indicate the arca offair or each station
as may he required a+ rtwet such ,nn<htinm Dre ,ng%r« � be of type and imtalletion me11Mxls rrvscnhal by itis manufacturer I. All electric control valves shall he the same site and typeshown on the
disgnmmal+c and Indicative of the work d,he metalled The work %hall 4 develop,
pressura jo lines for net Ices than six 16) ours. ta's
Drawings 3 Fl.a,.lntg nl Itrn,hr,will he pinnm;J„nl,wnh .yq,n,\al..I Il:(ll% of
he installed in such a manner os it,avoid u,nf}tets between the irrigation 6 When ,onlplcicJ and *pI,r •. d, the ,hart shall he hermetically scaled Ran,It,,('if,aa,„toga lccellig rcplAce joints and repeal teal until entire ey,lem is proven
7. All PVC pipe must hoar the follnwtng markings waicn,gb
between two ,sc,es of las«,. ca.la tete ben a animations 20 mils 2 All electric control valves shall have a manual flow adiustininl.
system, phnting,and uchoactunl features I P P f 1 It seulcntrnt ,w,ur, And ,ub,eyucnt aalpu,tntcnt, tat pipe. ,she,. 5 All hyJros11»ti, tests sit»II he made only tat the prrsc•n,e „f the General
7. These charts shall be completed and approved prior to the final field a Manufacturer's name
n rowan s h Motes or details shall he h. Nominal pipe size 3. Provide and install one control valve box for each electric control valve sprinkler liatheads.lawn.claming.,It a,Iher nioni, icon are sic„•„an.Ile
2 All work called fur n the D g y observation of the irrigation system.
furnished and installed whether or was specifically menlioned in the r r Comfillcd ti the Coy n Ren,he Cucamonga No pipe shall e
,. S,hedulc or class ConuActor shall nooks all required adiu,unem,without,nit t„Ihr Call
hacklillc•,1 anal m has been ohscned,listed. and mppn,ecd tat u riling.
Spe,+ficattons d. Pressure rating in P S I M. Control Valve Boxes
D. Operation and Mamtenencc Manuals: e. NSF (National Snniiarion Foundation)approval C Trenching and Ra,klill Under Paving 1
3. The Contractor shall Mut willfully install the irrigation system as shown 6 Furnish necessary force pump anti all other lest ayuarntint
f. Dela of cxlnusion I. Use 10" x 10-1/4" numb box for all gala valvas, Carson Industries
on the Drawings when It a obvious In the field that obstrutlins,grade 1. Prepare and deliver to the City of Rancho Cucamonga within ten
N910-128 with green holt-down cover or approved equal Emension I Trenches located under areas where pa\tng. asphalli, ,on,tc,c. tar 7. When the irrigation system Is completed,perform a,overage test in the
• 'c trademark. material alcove shall be PVC with minimum sat nl six (6) initial ,nncral,• will tic• sns11Allr,l. shall be hn,klilleJ with s»nJ (a layca T�(2)
d,fferensev or diacrepanetes os area dhrtenxmnsexoml that ought not have calendar days prior to comrletionof con%tri"tion,two hard-cover,three- R. All fittings shell bear the manufacturer's name or Ire a coverage of the Coy of reas,hn Cu,plcic a to del nate al the water
Such.ohawctinnsor differences should � n designation.site, a licahle I P S schedule and NSF seal of approval. osghr, hclou tit,• pq,e end three �3l rarities oho\,• itis pupil and
been considered In engineering ring hinders containing the following Information n I' pr i
be brought In the sitenlu,n of the Cil,, of Ron,ho Cucamonga In the 2. Use 9-I/2 x 16' x 1 I' rectangular box (sir all clectnc control valvas.
,ompacleJ tat lit In MS'S contpa,tion. acing manual sir nn,hAn.cal coverage fix planting areas is anntplcle and aJcyua0.• Furnish all
g
, n , , a I• uac I•s n
lam tat decors Trenches Ioi i nog ,hall he .ons t Irl to i hal Ihr materials and perli,rm all work required u , iron An n day ,
to all&%guns trill VC Non-Pressure Lateral Lint Piping: Carson Industries N1419-126 with green hnh-Down iuvrr or approved I' f I'I' I'�� y
event this notification a not performed,the C,n11rn rah a Index shier which stales Contractor's name, address, and C. Pcoverage Jue to Jr\canons lion the DIAN tags.ni when•Ihr ,\stem hes i
(or an revision necessary . i her and which tills each uistelled equipment equal ,onq,action of doe cit 1,1111":nlLi,im until Curl+;J al :mil shall he Irl( tat
horn u illfully sn,1a110J a,nuhcared on the DtaN Inge u hen a ss oh\tnusl)' i
responsibility ) Y telephc ne m m .
•udin names and addresses of 1. Non- ressure Musial lateral lint piping shell he PVC Schedule 40 with aline unyiclJing ,onJnn,n All t.nt,he, .hall he 101i ILi,h wnh Ihr
and material item. including P Inadcyuaic,unhout hnngutg this to the auennon of Ihr Cn\ of Rancho
olives. solvent burl when al lin ad pi claiming areas. 3. Use 10' x 10-1/4"round plastic valve box lair all quick coupling valves adl,mung grade The Contra,im ,hall,rt u,pla,c.,all and pies„sic Icer
1.03 SUBMITTALS manufacturers'local represent 1 is pLnunl
A Material List b. Catalog and parts sheets on every materiel and equipment 2. Non pressure lateral line piping installed under paved areas shall he PVC down rover or approved equal2. i
item installed under thin Conlncl. Schedule 40 with solvent welded joints Generally. piping under costing Nalk, r Josie h\ 11a,king. hosing. or
1. The Contractor shall furnish the articles, equipment, materials, or M- Upon ,nny,lcaon .+I clic phase of work. Ili ,miry ,I shall he i 1
N. Sprinkler Heads: hydraulic Jn\tng.hal N here an\,unntg or hrcnkulg of exliw alk,and/or
,nncrctc is nc,c•,san. lo shall to do
processes specified by name In the Drawings and Spe,ifications NoContra,[
IcslrJ anti aJlu,tnl to rarest site rryuncntenls
C. Guarantee statement 3. Pipe shall he made from NSF appruv,o. -yl I, Grade 11 PVC rte anti rials,ed h, Itis Corot%and as
substitution will he allowed without nor written approval by the Citi- compound conforming k, ASTM rosin specification D17M4 All pipe I. All sprinkler heads shall he of the same ave,type,end deliver otic same a pan of Ihr C++nt rn,t,nit Penno,nat to,cal sir brisk,+dear alk,anti or
3.07 MAINTENANCE. --''
P , slur anti c,ncrrh shall he chromed hunt the Cit\ „I Ran,ho Cia,antnnga. No I
io n•t• orradiuslofthr N. r, c.
salt of precipitation n with the diameter,r( j
of Re ratio Cucamonga d Complete operating end maintenance lnstfu,tionsonall mayor mull nasi requirements set forth m Federal Scc,ification PS 22-70 with P r
dischargess shown nn otic DraNtngs anJ'nr ae spa,ilied un these epi,tat hydr»cal+, Jn\ntg Nall he pennmrti under son,rile paving
equipment an appropriate standard dimension ratio A The emirs mngatuat syslim sit»II he under frill:+utontata, Diaration ti,r a parrot of
2 Complete material list shall he suhmoted prior 10 performing any work provisions
xr\an(7)lays prior to any planting. i
Material Ism shall include the manul'aclurer, model number. and 2. In addition it) the above mtntiorwal maintenance manuals, provide the 4. Except as noted in paragraphs 1, 2, and 3 of this section (2 01 B), all 3 Rrfcr to Cu, slanJanl number 1") "Tiin,h R;pair' Nhen within Cily
I des,ription of all materials and equipment to he used. City's maintenance personnel with instructions fair malor equipment and requirements for non-pressure lateral line pipe and fillings shall he the 2. Spray heads shall have a screw adiuw,1cml `treat' B The Cd)of RarnhnCucanu,nga reserves the sight to wAi\'c or shorten the operation I t
show eviden,c in writing , the City (If Rancho Cucamonga al the same as for solvent-weld pressure main line pipe and fillings as over Borth fun J
Ili
Although manufacturer tilu
turer ■nd tither information may he different, lh: conclusion oserviceseti
f the protect that this service has been rendered in con 2 01 B of these Specifications 3. Riser units shell by fabricated m ac,nnlan,c with Ili details shown on It Assanth11e,
m
the drawings
follow'ine is a guide to proper suhmitfal formal 3.OM CLEAN UP
I
I Routing of ,pnnkler ungal,on 1,11o, a, utJic:neJ nn tit; Drawings s,
E. EquirrteM to ht Furnished D. Brass Pipe end Finings: I
Item No. pkeKc_ri hon Manufacturer Model No 4. Riser nipples for all sprinkler basila shall he life same site a% the near JiAgt:unns:n,, In,lall Inti, and \an,na,a,eenthhi,l un ,u.h a manner Clean up shall he made a, each portion of work progresses Rilii,e and excess Jun shall he
1 Supply as a pan of Ills conlracl the following awl I Whore nulicaleJ on the Drawings, use red brass screwed pipe opening in the sprinkler hod\ as In aonl,,nn ooh the details to the Draw in,, rcnv,ceJ tion the arta, all w-Alk, and raving shall he hneanid or mashed down. anti any
I Backflow Preverker Febco 925Y damage sustained on the uoik of others shall he repaired In ih original ,ondition.
conforming to Federal Specification#WW P-351 In,Iall NO nwlt„l; a,,emhhc,in L„Ir, 11,10, Pro%',to ed, a,scmtbly
2 Automatic Corttrolfer Calmer. ETI Series
a Two (2) gets all special owls required for removing. 5. All sprinkler heads of the same type shall he by the same manufacturer { I' I . ,
dlsassanthling anti adjusting each I}pa of sprinkler and valet 2. Prologs shell be red brass conforming to Federal Spec ilication Nw'W P w lit .t,own Dort;I 3.(><1 FINAL SffE<)BSFRVATION PRIOR TO ACCEPTANCE.
uipplcal,,it this rroic,i 460. U. Sleeving:
3 Matter Valve
Cis-Val 136AC51{C-24V 3. Install all a,scmb11e, ,pc.ili;J his;m m a,anrJan;c wnh rcy,a,liva A The Contra,tnr ,hall operate each system tat its cnuieu liar Ila GI) nl Rancho
I Sleeving area%for mainline piping,lateral piping detail In at,cncc of detail Jtaunig, sir Sit"1 i,at+ons pert:unsiig to Cmanion a at tittle of limo ohscrvaiion Any iterate lleelliCJ not age, Iahlc•h)' the
Is Two(2) four-fowl valve keys fair operalrun of gate valves. E. Copper Pipe and Finings' 1 ra I I f P I t g a ` .
4 �. Etc. Etc. coni«.I wrong shall he PVC S,hrdulc 10 sir approval equal sracilic slim, riyuncd a, ,onq,lrte work. perf nn+ su,h work in Cu) of Rancho Cucanu+raga shall he reworked in ;na ,nntplale sAli,fa,tion of the ,
Two(21 krill for tach autnmat,c controller I Pipe' Type K. heal tempered sc,ordan,c wnh l,c,t ,tandaid pia,ti,c %till prior appro%al of Coy of Cil\ of Rancho Cmanwnga
Irrigsuor submittal rmrst he specific and comrlete Al nen must he P. Vandal Resistant Controller Enclosure Ra it, Car,anwnga .
B The Cont Iagtor shall show e\life n,,!to Ili,:Cit\ of Rancho Car,amonga that the Cloy
luted and should include solvent/printer, wire, wire connectors, voice d One (1) quick coupler key and mai,bng hose swivel liar 2. Fillings: wrought copper, solder joint lyra
r I. Conlrnllar enclosure shall he of site and type shown on Ila trngation 4. PVC pipe and tiltings shall he thoroughly droned of ditr. dust. and has rr,encJ all a,,r,soncs. ,bans, record drawings. anti ayuq,ntrnl a* required
boxes. tic No copses of mmnufaclurer's literature (catalog cuts) are every five (S) or fraction thereof of each type t f quick
required as submittal information coupling valve installed drawings and arrigaunn detail shad mall be s re,rc iniendo ion Inst:+,,: and and snhcni \\rl,hn• nncth,xls `
3. Joints shall be soldered with silver solder, 45rf, silver, IS`# copper, t- heli,ro final soli oh,c•nationcan n„tar.
16`X rine, 24�1 cadmium,udiJus el 112t"F and Gyuidus at 1145"F shall ha as rcconunen,lOJ by Ili pal,,: and filling nano(:,,uircr
3 The Contractor may submit suhsuluitons for equipment and materials 2 The above mentioned equipment shall he turned over a,the Car) at the 2 A ha,khoard shall he secured to the controller em1o,urc• hnu,ing to 3 10 SITE OBSERVATION SCHEDULE
+ pnwlJa a base fur mounting the automate, sprinkler controller and 5 On PVC to metal connicaou,' the Contra,tor shall w+irk the ,octal
listed un the Drawings by fill] ,wing procedures as outlined in Section comlu%ion of the p«ge,t Ritnre final,+hscna ion can ox ur,evidente F Valve: cnnnc,tions fir,t Teflon tape ,r appro\cd equal. ,hall he u,cd on all ai
105 of the Irrigation Specificationo, that the Coy his rc,c+ved i natersal must he shown to the City .it Rambo terminal stria A The Conma,b,r ,hall he respon,ihlc tot notif%oig the Cilt of Ran,ho Cucamonga
threaded PVC to PVC, and on all thaiaJeJ PVC to ntcual cam, Light
Cucamonga 1. Valves 1'A' and smeller shall be 123 Ib. SWP bronze ball valve with tat aJvmnce for the fnll„uIng observnit, mcclu,ge.Ii„nrJing to the tune inJrcalaJ:
tai roirnl or matrnah unulleJ or Iuini.haJ without poor approval of 3. A 117 volt duplex box shall h0 pn,v,daJ wish an(In/O17suit,h.*,fail 117 wrcn,h pressure a all that a, nyu,ord Where Ih+iaJeJ PVC
4 Equipment screw-in bonnet,ranrising stem. '
rho(lly .d Rancho Cucamonga may he «jc,laJ and the Cnntra,tor rate) Ism PRODUCT DELIVERY. STORAGE. AND HANDLING vol recaptaile Metal conduit shall run Iron Ili 117 volt,apply h,dor ,nnneglnm,arr rcymrcd.usi dniaJOJ PVC aJapliie Imo wlu,h the pipe
I Par 4,h Conl�r,•n,c- 7 days
he reyu+reJ Ica remove such nutrruls from the *los at Ms own cxpen.r controller housing. All power within tit,• housing ,hall he properly may he ,nlvrnt welded I
2. Valves I'A"and smeller shall be equipped with a stainless steel handle.
A Handling of PVC Pipe and Fming% Tha Conttntor a%,out,oned w exercise caro phase) Pressure supply lin, Installation anti 1-11119 u hours
F. Lina Clearance
1 Approval .of any dent, allcmallvc or .uh►fos,tc mdna11cs ,only that the tat handling, loading,unloading.@fill storing PVC pare•still fillings All PVC pipe 3. Valves 2" and larger shall be cast iron, resilenl wedge, gate valve,
." I e UfaNu+'s a]1 he trans oriel tat■whole which allows Ili,: length cal nue In lie flat so■%Mal epoxy coated full ort now with 2' entity nut. 4. A terminal s11np shall be provided,clearly ntalicaung the proper courts
p,,.Ju,l rat pnoJu,tu apparently niaa•I the r,yuninxnl ( h F sit p l Valle P operating
I. All 11n,•s shall have a nunnnum ,Iratnt:c o1 six (6) tache, linin sorb ) Autontati, control rr installation tour,
and 5fe,ificala,ns on the ha.ia of lite tollnrinauwm,or aahgolc.►ubohll, lu *,object it to undue handing or a ,on,cntrowd external 1--Ad at any point Any of conne,non of all appropriate wiring (station valves. maslor valve,
section of pipe that has been dented sir dainaged will he J,.,■rJrl,and if Installed, 4. All valves shall be installed per installation detail. common,central control) other and f teras control
inch,, front ling, of otherhe trades.,talle with the
4 Cmm�,l uarc tat„nllaunn Z4hnun
e xccfh„n of aha contrail wire ,Iceve11sl whish shall he uteU+110J aJlac ens
6 Msnufsclurer'*werronttes shall rax relieve the Contrsclor or ins/atilt% shall he replo,cal wills new piping
corder the guarantee Su,h warnnuos dtall .only uuprlcmcol u Q Miscellaneous Irrigation Equipment toe another
xipph'ling Parallel lutes shall not ha m,1a110J Jne,t y mer
S Lateral tole and srnnklar utstalhdiom L4 h„ore
ori anothir
guermn11ac I Qt smi,,,I rru TiO NS
G. Quirk Coupling Valve: L Refer to the Irrigation Plans for ,vas anti types of nus,rlhmaous 6 C,ner.,ge teal 49 hours
F Auomatic Controller Assembly:
M Ue,ord Urawmlgs A If Iha Coulre,tol w,.hc,Io strhaloulc anY eq,opnlew.., oaatcrinls list the cyutpmenl urigalion eyuipntc'rtl
sir ntale«al. Ir%ted --it lite Drawing.nod Spc"fi,alson,,he sisal,,1..gra by providing I Quick coupling valves shell have a brass, twitpieceMoly demigned for FmAI oh,rrvnln,n- 7 Jays
working pressure of ISO P.S.I. 2 All mis,rllancnus Irrigation equipment shall he as specified or a1er„\id Install as per manufa,aocr',un,uveuun, Rent„t0,onuol valvas shall be,onnc,IrJ '
I �I�hs Confectio shell provide and keep up Io dale a complete record sat the 1111111%111): nsl.nnu.tion Io the Coy of Rall,ltn('ucant.atgx jot arpruval g
1 a
to ' •controller in numencal sequence as sit,,un on the DiaN un)s.
whMg otalid prams whish shall he currecleJ daily, showroom every equal B SS'11enoh,emanon,ha\nbeen condu,lcJolhcrlhanlhc Cd\ o(RanahoCucatnnnga,
of blorigsnol Draw-nits,-nits, sill Spe,di,sti ons still the @s*,1 I Paov,di a .tioecoeur .11,11.11,11,41.111: the fellfor Innkutg the .uh.t,uu,on 1. Quick ciwpling valet shall ht operable with■ yuuk coupler key. Key show cvlJan,c Ira wnmug of Nhrn anti b\ whom Ili,:,,: of„rnatinns N'cre nL Jc
(hangs from the
irrNalltrd lxatioos, eves, @rut kinds ..I tyutprnanl Pruo. Inr this time a .,•(Anita .heel of pafci lot each item to be sub.tnuled size and type shall he so shown on the Drawings. G High Voltage µ'ring liar Automatic Conor„Ilii
r
purposo may he obtained horn the ('fly of Reath„Cucanaings of cost C No slot nh,cnamnn,VIII got a vi,t without "A, Ru+ll" reaorJ JrnNmg, In the
• r• o + am• hang and flow churns N. Backflow Prevention Units ►'1H I .I I \I('UTI(IN I. 120 vnp pow or connection 11n Ili,: sulnntaa, cmm�+ller shall he l+nwiJrJ
Thom sat of drawings ahofl he kept .in the site and shall he used only as 1 Providc tic.,npmve,AnJog locrimnc,furl r o cc even the Conti»,Lor,ells lora \+sn Nnhroit 'A, Ruih" rc,nrcl drauutg,. without
by otic Contractor
,ony,lemng frrenaa,ly noted ,nrrr,Inm,, or Nlth„(n f,ifarntg the ,\sans liar said 1.
a racord Sol for co,h locos In he oud woutcl 3 cal I iBSF.RVATION OF SITE CONDITIONS
I Backflow prevention unit shall he of site and type indicated on the 2 All cle,lii,al Nork %hall ,onli,nnto ]o,al code,,orthnan,a,.anti union cai11. he ,hall he raspon,ihlr liar ranmhunnlg the Coy rat Ran.ho Cu,auu+ngaat his
n ma ,roved irri @tiondrauings. lnolallbacknowpreventionunitsinaccordancewith shall check anti all nlohor-mme, ionsdh,li„n ,urrc•nt hood) hill,ng tale, portal In penal (flu, Iransp,atalion costs). fair the
2 ThcK Jr,wmgs shall aha serve as work pn.gre..ahrcu nut.hall lc Ihr 3 PnwiJc the umounl of,os11 iravtngm tl the gu► tm,lcd ixi I approved g A All scaled dimensions ore approximate. The Contractor y 1• ,
boom for mcosurantrM mJ peynrcnt for work cnnq,lcte,l lltrsd• the Drawings
site dimensions and receive approval from the City of Rancho Cu,amonga prior Ie in,oriNcmen,c No further visits%ill he schcdulcd instil this charysptcrrtt�aid
and r„anus
dim%any%shall he evulahle at ell lunars 11),oh,ervat+on and shall he kept B The City of Rolls,ho('ION ofol.toga%hall have the will: rc%p.on„b,lfy in accepting or
proceeding with work under this Section. H Remote Control Vales.
un a lx aurin dcstyn*ted by dor (11y of Mail,tin(-wm
anugm Should thre
e jecting any soh.utinJ dns .all eppndyui
wel equal ,Itis cpntcni and mnn
tealg 2 Wyc gn trautce1 hackllow prevention units shall haat a honied xcrcwaJ .:�`
rra•,rd hh,ehnc err*wing progn•ss ,beau not he ovm Lahti Inr n•vsaw or hs11cJ on Iha Unw,ngs and Specaficalu+nx Mx1y with 60 mash nxmel m rain and shall he limiter to Bailey #IOOR
n,vcd c hal. B Exercise extreme care to excavating and working near existing utilities. The I Install where shoul;t on the Dtawmtg, µ'herr g,ouped toge11hei allow
or @p1 4 l 1
not he tar In dale ■t the tints of oily obacrvatinrt rrefer to Scct,nn 1 Ins Ti
Contractor shell he responsible for Jantngrov In utilities which are ,Huard by his ,
I •. .
At Ica,l INelve I I'_) ntcics hitNern adtu,cnt vatic hove, Insall ca,h _ t ,- :A F'
Inspcaraon Schedule), lo will he aasnmed no work has hccn„+mplcled 10f+ GUARANTEE.
operations or neglect. Check soloing utilities Drawings for existing utility rcnwte,nn11nd vol\,• uI a ecparnc vatic box k,^'
and the Conlan,Inr will he a%srucJ the lost of that ole vigil at illi 3. All pressure morn line piping between the porno of connection and the
locations. F.NU OF SECTION
current billing n11a of the ('try of Rancho ('u,mmwng■ No Dobai A The guaranas for the trngmtiro gyslem ghnll he munlr in accordance with the barkllow prcventer shall he installed as requital by local sole The 1 I�•3o p1-11
ohstrvolions*hall take laic nnf to payment of that assessment sissified form The General Condtunns and Supplementary Conditions of(hest Conln,lor shall verify with the tical governing b ly as to materiel type L Flushing of Sit stem
r r r C. Coordinate installation of sprinkler irrigation materials including papa.so there chnll
and inssallalion procedures prior to slam of construction. Submit shop
S ,afi,at,nns ah@II ha fi10J wloh the Cloy prior a, a,cepiance of the irrigation f P he NO interference with utilities or olhvr,onstnrtioner liltirull)In planlutg trees. I AOer all near ,tumkler pipe linos and nacre arc tat pla,c anti ,onneglOJ.
3 The Contra,lor shall make sales, anti legible noisiiono on the record mysicm drawing for approval ,:'1� -"
drawing progress ahccls daily a the work proceed., showing the work y--__ _- _-_ - - . - shrubs,and ground covers. all niallon n Jinklei h work has hien %c,,haleJ, anti rotor w
I. •ck Valves. utstallation.,I sfrutklct hea,1s.the,ontnd vahas,hAll h0 ofiniJ anti"'e1
am acmAlly snciatled For example. %hould ■ pic,e of eyny,ratrilo hr B A copy of the Guarantee form shall he included in the operaliong aro)maintenance / D The Contractor shall carefully check all grades to satisfy himself that he may safely head of Nater used to Ilu,h„tat the ,),tons
monilvd in a lixst+on that Joc%not match the plan. flat:C+ntim,11or raui,t manual
inttcate ,het eyu,rn,ant hs,hien relocalrJ m a giorhic mnnncr ge■s Io pnxccd before starting work on the irrigation system -- �-
I Sw hack valvas 2" and smaller shall he 2110 pounJJld'fS.G. bions - •
I 1 * ell cons11n+,to ilh replaceable composition,n"Tf0rr,°,or rubber dis,and 2. Sprinkler hoods shall ha mel:Jlcd ooh atoll Ilusbng of thi ,\,tem has
match the original symbols as mdi,atcd in 11he irrigation legend TI C The guarantee form shall he re typed onto the Conlractnr's letterhead stir h
relocated equipment end Jnnrnsmns will Ihcn be Iramferrcd to the 3.U2 PREPARATION hien A„omp11,hrJ to Ili ,ontflrlc sati,(a,uon nl the Coy nl Rancho
contain the li,llowing mfonnntion: shall meet or axe adoral Spevificalf4W-V-SID,Class A.Type CITY
original recorJdnNingplan otthe proper taanc IV Cu,AnongA DESCRIPTION OF REVISION DATE
A. Physical Layout A►►Rt)tRD s
GUARANTEE FOR IRRIGATION SYSTEM
1 Br fort the date of the final ohsrnatum,the Contractor ghmll Umgftr all 2. Anti-drain valves a of heavy du rgin PVC construction with I. Sprinkler Heads
I. Prior do installation, the Contractor shall stake oil all pressure supply CITY 0 RANCH 0 C U CA 0 N
mformarx,n from the 'recoil Lown rials In a stria mylar or similar Wa larch uarantec that the lair•soon syslim we heat furnishel and installed is free from F.I.P. Ihre at ■rad oxlllct. Internal pens . he stainless steel end
g P Y g 6 lines, routing and fixation of.sprinkler heads I. Install the sprutklcr head, as Je,ignateJ on the DraN eng, Sprinkler
mylar matcnnl prix ural from the City of Remchn Cucamonga All work Jefrcts in materials and workmanship.oral the work has baso completed in accordance with Hao Ami-drain valva shall he field edjustah sins( drewout
hands In h0 installed in This work shall he tyurvalanl m all rcspea11s to
shall he to waterproof India ink and applied la the mylar h a technical rom S to 40 feet of head. Anti-drain valve shall he at to the
rp pp Y the Drawings and Specifications,ordinary wear and Icer, unusual abuse.aur neglect excepted 2. All layout shall he approved by the Cil) of Rancho Cucamonga prier to those ilcmiiaJ 1
pen made expressly for use nn mytar material. Such pen%hall he sinmlar We agree Io repair or replace any defects in maicriAl or workmanship which may develop Valcon"ADV" or approved equal--^ -
installation. TERRA VISTA
Ili those manufactured by Rapidograph, Kueflcll & Esser, or Fahci during the period of one year front date of acceptance end also to repair or replace any damage 2. Sfaiing of hands shall not ex,ac,l the niaommon indi,alcd on the t
Castell The dimensions shall he made %(I as to he easily readahlc even resulting from the repairing or replacing of such def"1%at no additional costs to the City µ''' J. Control Wiring:
on the final controller than(see Section C) The original mylar'record B. Weser Supply: Drawings. In no ,ala shall the spa,Ing cv,cid 11hr nu+onnnn
e Section
the Cit of Rancho l m)lsr r a fi r shall make such repairs or replacements within a reasonable time, as determined by the City. rc,onuninJed h) the manufa,turer M I LU K E N AVENUE @ TRACT N 0. 15 5 2 fi
drawing-plan shall he submitted ) g after receipt of written notice In the event of our failure to make such repairs or replacements I• Except as noted otherwise,valvcones
shall hebetweendewith
automatic controllers
app«,vel prior to the compleunn of the controller then 1. The irrigation xyslant shall he connected to uAter supply point(s) of
within a reasonable time after receipt of written nrAice from the City. we authorize the City ■rad the electric control valves shall be mina with direct burial copper
wire AWG-U.F. 600 vol. Control wiring installed in control wire connection as indicated on the Drawings 3.04 TEMPORARY REPAIRS �
to pnxecd to have said repairs or replace metals made at cwt expense and we will ay the coats -
IRRIGATION SPECIFICATIONS ,
Contractor shall dimension from two (2) erntnnent points of r r conduit within structure shall he made with AWG-TN'solid copper wire.
S. The C r charges therefore upon demand.
and c + controller. Connections shall he nada et Iha appn,omAlc IcxAlion(s)sit++N n on otic The CIa)'reserves[he right ui make Irntpnrary rapaoe as naccssary to kelp the sprutkler system
a g p
reference, su,h as building,urners, sidewalk edges,road intersection,. Pilot warts shall he a different color ware for each aha moor,
g
Drawings The Contractor as responsible lig* minor changes h' LEWIS HOME
E p ). y ayuipnxm m operating cunJilinn The excrr,sc of thus right h\ the Ciu shall not rilir\c the S le �
el, , the location of the follow Ing hems PROJECT Common wires shall he while with a different color stripe for each actual site conditions. Contractor(If his responsibilities under the terms of the guarantee as herein spe,ificd.
1 AL
auioniatic controller. Install in accordance with valve manufaclurer�s D
a. Connection it)existing water lines specifications and wart chap. In no case shall wire size he ass Than APPROVED BY ".-
/ GATE �' I
g LOCATION. C. Electrical Supply 3.05 EXISTING TREES �-�,�L L�f/L!\s/b _ / ,f RCE ND � 't
#la. CITY ENGINEER - i�
b. Connection to existing electrical power. HED: 1. Electrical connections for any and all automatic controllers shall he made Where it is nccessar)to exca\aic adia,cnl to existing free,.the Connaoor shall u,e all possibly --`_ I.
SIG 2. Wiring shall occupy the sante trench and shall be installed along the REC:M kD(0
In electrical comt(s)of connection as inJicaicJ un the Draw trips. rare to avoid injury to Imes anti Irc0 routs. Etc, in arca,w'h,•rc two f'_I Ili, and larger DE SIGN
c. Gate valves ADDRESSED: some route as pressure supply or lateral lines wherever possible.
owls,,,:cut shall he done by h:uxi All roots two 121 orches and larger tat diant0ler. cx,cpl Mr'% Y 30 4 0 +
2. Connections shall he made at the approximate location(s)shown on the dircctl) in ih0 path of parr or ,ondu,1. shall he wnnelcJ under and ,hall he heal.tly wrapped - Land Concern, Ltd - I
d. Routing of sprinkler pressure lines (dimension max. 100' ACCEPTANCE: 3. Where more than one (I)wire is placed in a trench,the wiring shall he �750 EAST DEERE AVENUE If"T(1
8 sP P PHONE DATE OF ACCEPT Drawings. The Conlnca,r is responsible liar minor,bongos•au,r,l I„ with burlap In prevent s,arnng or axccssne Jryutp Where a Ju,hing nu+.hntr n rani ,lose DRAWN
along routing). taped together at intervals of fifteen(I5) feel
actual site conditions. u, trees having «was smaller than Iwo (2) nxhrs m J,antrlcr. the Nall of Ihr Iren,h aJja,ant SANTA ANA CA 92705
to Ili tree shall he hand tnnm»cd. ranking clean cuts through Rants one (1) inch anti larger L P tx�yr (' 141�f5O_4p2�f L� a _O ��
C. Sprinkler control valves. r►7Vs`� ` J C U C
in diantatar shall tic•pantliJ N i11h IN'n coats of Tree Scali rat ryual. T rcnches aJpi:eltl to Ircr � �!
shouldhe closed within twenty four(24)hours:anti where this is not possih]c. the side rat the C ME CKE D RCE No pRJ11RIlEfi 1- f ,
L Routing of control wiring and locations of all splice boxes. ( �'�
' trench adjacent In the arca shall he kept shAdrJ N'tlh burlap or camas !
-- -
CI _ OTE - FILE NO . .
_ __ - - - II
_
_ '
- - - - - - -.. - - - ! h
-1 I
. I - - I J- , --1,0)�_
�? ` . . r 1 - a
�
10" '--'L,'E',;eR._ 1kw`�`cMa act-'_i` •">e�`,ac:i,..v .. « - , ra-- x s .. ..._. - .._ . .. -
E � 1 , ' I-
-� TOP TI T � PLA �r ��_L I SCHIEDUIE -1 SOIL AMENDMENTS
5 ��
0 E 0 BE PLACED AS
Low AS POSSIBLE ON THE
�-/ TRUNK TO ALLOW FOR WIND
v FLEXING OF THE TREE BUT TOP OF STAKES BELOW F i
w!n I HEAD OF TREE WHERE Cf1iLPQWEFi PLANJ�i{Ci TADLETS f4fi.�01iI1UNEELL1f1QYYtLf' FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDM NT4
w SIDEWALK JTIL11y * TOP TIE TO BE PLACED AS LOW NOT SO LOW AS TO LOSE -`
? "-----"--- -� � AS POSSIBLE ON THE TRUNK 10 TOP OF STAKES BELOW HEAD SUPPORT OR ALLOW -I!^ SPECIES GROWTH HABIT PERMITS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A
SL ALLOW FOR wwp FLEXING OF THE TREE. OF or
WHERE SPECIES CI;AWTH THE HEAD TO DROP i MAIN TRUNK 1 ON CONTAINER nccEIVES.................................. TABLETS MiNIMUM 6' DEPTH BY MEANS OF ROTOTILLER OF EQUAL:
�1 (2) SETS OF CINCH TIES SPACED 24-
U� � _ I
BUT NOT SO LOW AS 70 LOSE SUPPORT HABIT PERMITS L>
L - _ - + - k-_ - "-+ OR ALLOW THE HEAD TO DROP NOTES:
a * t F N'v riN 1 v, MAIN TRUNK APART, ATTACH WITH GALVANIZED
CURB AND GUTTER- VETER C- N - t. REMOVE NURSERY STAKES _ SCREWS TO 8' LODGE POLES 3 GALL OHTAINER RECEIVES....................:...... 3-• TABLETS AMT./1000 SQUARE FEET
(2) SETS OF CIN H TIES 2. STAKES TO BE PLUMB AND 2" GIA, LODGE POLE PINE STAKES
* \\ \ < SPACED 24 APA T ATTACH WITH PARALLEL 2 MAX. WITH WOOD PRESERVATIVE STAIN, ......... 6.9 TABLETS 6 CU. YDS. NITRO6EN STABILIZED ORGANIC AMENDMENT
> S BALLON AtllEn RECEIVE$.................... v c
GALVANIZED SCREWS TO 3- }. STAKE TREE PERPENDICULAR DRIVE A MINIMUM OF 6• INTO
LODGE POLES. TO PREVAILING WIND. UNDISTURBED sols AND PosmoN DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR
12- MAXIMUM N STAKES OUTSIDE ROOT BALL 7 GALLON CONT n RECEIVES............ ................ II-10 TABLETS CEDAR SAWDUST
2- DIA. LODGE POLE PINE STAKES ARDOR GUARD IN TURF AREAS AND
- TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, FRONT YARDS.
T T- SIDEWALK c� z 2- ABOVE FINISH GRADE DRIVE A WIN. OF 6- INTO UN- E TOP OF ROOTBALL TO EXTEND 2- 10 GALLON CONTAINE CEIVES...... ........................... 10.12 TABLETS 15 LBS. 1�-12-12 COMMERCIAL IERTILIZER
DISTURBED SOIL AND POSITION W ABOVE FINISH GRADE. !
QFr+ DRIVE STAKES OUTSIDE ROOTBALL L' ,
- - - / G p ORIGINAL GRADE r
1 APPROACH , v I� �� y TIGHTLY COMPACTED 3- BERM TO FORM OALLON-CONTAiNEn n - ...12.15 TABLETS THE BACKFILL MIX FOR USE AROUND . FOOTBALL OF-. CONTAINER-GROWN �
IN BERN, TIGHTLY COMPACTED S WATERING BASIN FOR RESIDENTIAL AND TREES AND SHRUBS SHOULD BE PREPARLD A5 FOLLOWS:
----- - - - --- -- - _ ✓4}T - NOTES: IN PLACE 70 FORM WATERING Q O� if-
PLANT
cu'zB ANo uTTFR= - =111= ovTs�[ oF°PUJTSPAiL1ABER S °TURF21" BOX RECEIVE 11.16 TABLETS
10' 10'� 1. REMOVE NURSERY STAKES PIT. AREAS TOCBE REMOVED PRIOR TO CITY - 6 PARTS BY VOLUME ON-SITE SOIL
Ih N'.". 2. STAKES TO BE PLUMB AND PARALLEL = = �o- BOX nE _ s............... te•:S TABLETS 4 PARTS BY VLDLUME NITROGEN STABILIZED ORGANIC AMENDMENT
BASIN LOCATED OUTSIDE OF
MIN � MIN * /7
NOTES: ~ UNDERGROUND 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. iIIIIIII III= / C 1 LB. 12-12-12 PER CU. Y0. OF MIX
STRUCTURE eg -,, - _ _ _
Ik 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER CATCH BASIN -III -IIIIII __-II ,__I \\ \ \ \ =1 3e- SOX EIVES........... .......... ...................19.20 TABLETS 2 LBS. IRON SULFATE PER CU. YD. OF NIX
TRANSFORMER VAULT. NATIVE BACKFILL WITH _ _ _. I_ /Tyj / -I
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT NO ROCKS GREATER - -' -"\�\\��\ \j\ \ \\'-ll-'
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. THAN 3- DIAMETER -I II\ \ \ THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR
ROOT BALL - LI I= \ �J,=III 12- RECEIVES.............................. .........20-22 TADLE79
3. AT ALL LOCAL RESIDENTAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st _ III---II II \/?\�// �\/\yIIli I; BACKFILL PURPOSES. Ptt-
PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. PLANT PIT TO BE (2) Y�Y Y
TIMES THE WIDTH OF 11 )//��\(( 11 - �I-
_ `II i�\/%/R/� R007 BALL /�\ \i�\! II 1fa' OX RECEIVES................................... 22 'a TAOLCTS
4, MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND THE ROOT BALL _\X\ y/\ , \�y \ i NATIVE BACKFILL WITH NO
FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL U'ILI'�' I= I- I' =1 I--I -I I'I- _I__ el -I \\\/\\/ _ _ - I -\ \ \\i�('-I ROCKS GREATER THAN 3- DLkD 17
,
OWNED WATER h SEWER LATERAL LINES. - - =III= I I 117111 l_==_1 _ 60- Box nECEIVES.......................................... -36 TABLET:, ,
III- !I-III: III-III-1 l i I �,- I- I -iT_I�
5. TREES SHALL Noi BE LOCATED ON PROPERTY uNEs �=III-III-- -III- !-I ,_-1 -1 l= T= __I I_I_III=I ill__111=11--Ili-11 I�_iT_II= LAB YORK PERFORMED BY SOIL AND PLA.(T LABORATORY, INC. , SANTA AHA,
F !_;II=;1 III_ II__!11_ _11.111-111 III-!IIS _III-,1( OFFICE (714) 558-8333, LAB 198125 04 3/27/87 FOR LEWIS HOMES,
6. STR-�T TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE By THE _ III-III-III-III--II -1111 -.I I--ill_ I" i .II-� 1 -I - - ..ISI-I NATIVE SOIL UNDISTURBED IGEit SIZES FOn FA ( ;:�A�I^Fn U`��:. . AAAA .......... AEtIET^ F
! _ - .= I -' __ II /hilt II -� TERRA VISTA.
ENGINEERING DIVISION. UNDISTURBED NATIVE SOIL -I 1 --.! I- III-III- III - III -! III--.I .. Illi. .'11:_..Lsl_1e1�1-.!11!:.'.C_lll.=ii1=1_ll-i.11���il�il: _
111-III-III= -III - III__; :_.i1 ( TWICE ROOT BALI WIDTH _
7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY r
STANDARD PLANS = DOUBLE STAKED TREE 4
TREE PLACEMENT ON SLOPE DOUBLE STAKED TREE-
CIjY STANDARD DETAIL CITY STANDARD DEiAIL CITY STANDARD DLIA L ,
4- OF COMPACTED CO:?SE G°:ND / r- 12 jGt'.A:'_EO % _ EC =E
V,OOD FIBER ArJLCH. -- l J N-K r_, S_a-11.c:> Tfr;. ✓/r U`+��✓tF"i^�i`�
Hi.?^,$Cd.�:• G/ CG':.�=T If II -r:AT r.•E BACKFILL M"H NO ROCKS
GREATER 1.vvV l DwEiER
• I - -. _ . CR'C'•. G4h;£-- �� `� TIGHTLY EDMPATERI S BERM TO FORM
l_ - 2• -�- - I ":E HALF OF SPACING DEPRESSED WATERING BASIN.
PACE J EOZN v.A.t .i 5 v TOP OF ROOIBALL EXTEND 2- ABOVE
FINIS GRADE
TO 4 WOOD CHIP MULCH.
LIMIT OF FL:.'.iER AP;A-� ` I
Yv
.�--_. /-�------i- -F �>J'> / I•> > 1 /> � > J�>`Y/ l - • --
r __!!• r;>r >>��> .:> >. > 1��..,�>> � ` Xr-,1- ROCi 'Ie i
�- IIIA R
-- I I =III Il--=III lli=l l =!il Ill \, '\ ; V.
/ i= SKL
l _ .I \ 1 _ ` r I III- -III
-
5!10'! I Cut FI)SE C0�•; CTFD - -. ' PLA.' P.T TO EE (2) DUES THE I _1111 I-I�I- i�1= -
�% tili� llllll-=11 III_Ill=111 (IFI = II - Ili I IiI_IiI-I
i`\ - J! fT _ISI:
NATIVE $O. ! III--III -III III -III=_I__� w;0?H OF THE ROOT B-S:L - 8007 BALI II-III_
' f, - I II I_-111-ill- III-III-ILL-_III_ X _ _ _
_ _ -II I-II
Cri 0-ATS 5* C6 m I
1 I _ _ I= - __-I - _-III- PLANT PIT TO BE (2) TIMES THE
om" T -III I I LI I C I I L-I I !I I -i I i -III- FERTIU:ER TABS PER 1AA.vUF. WIDTH OF THE ROOT BALL.
? =I 11= III-I�I. III=1 I I-I I�I I III=1 I I
` ' 1. !I 1-11_ I I i=-=!I1-=1 I I_ I I-=1 I I-==11i EC 0V
11=111 1= I I--!I I-1 I I=111=111=11 -111=
1 PP:O? TO PUor..;�r�PLJ•CEMET:T OF THE MULCH. THE CO`TRACTOR SHALL - - %uL L ) F SACK TO %ALL, TRUNK OF III-- !I!-- !1. -_I i!-_ 1 I_S.;\\_-III=.-= -III=111=III-I 1=III=1I�I I I=1� I I I
SUB�',T A SAYDLE ,1 • ':.3 FEMO'.'E STA!:E WHILE
To THE I:a'EcioR roR AP.PovAl. NG-E: I I--III-I I1=1I I--III-III-I __I I -
F1r+6H GRI_ - ':•r.E TO %`.cES. 1. ALL SHRUBS A.YD CROU14D COVER TO BE PLA_%TED AT EQUAL
7 1.!ULCH UNDER T?.ES AND SHRUBS AS DIRECTED OT: THE PLATS AND BLEND �_uND'sTu�:�_D r.A1n£ soa =III=III-III-III-III-III- -I II-
Iv70 EDG-S AT G?D'J:O CO','--R AREAS. REFER 'A,"DAPD DRAWING
SPACING (TRIANGULAR) UNLESS Oi HEn^}195E IND!CAi EO CN1-
50.6 FCR '-!NG REOUIREMENTS. PLANS: SEE LEGEND FOR SPACING REOU:R[V--NTS. NATIVE BACKFILL WITH NO
3. WC.STEri NU'_CH A=TE? V' STALLAT!O': TO ASSIST IN COVDACTION. ROCKS GREATER THAN 5'
2. WHERE PLANTED ADJACENT TO WALLS, WALKS. CURBS OR DIAMETER.
4. PLACE NO MJLCH V1:iri..'J A 6 P,:,_71US OF THE CPOn'N OF A WOODY PLANTER. - ---"- - _ S;M:LAR LIMITATIONS. ALL SHP'JBS AND GROUND COVER NOTES:
\ SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1. Ur:ANG'E MA1:0 ROOTS BY LOOSENING ALL ROOTS At EDGE UNDISTURBED NATIVE SOIL.
�. ALL FP.CM SUCH UMTS. SEE LEGEND FOR SPACING R--QU!RE:�ENTS. OF ROOT &--', DO NOT CRACK ROOT BKL
6- X 6- C _ %'NE COLLARS 3. SPACING FECUIREMENTS SHALL GOVERN THE FINAL CU%.NT:TIES 2. PLACE FERTILIZER TABS PER MA.NVF. RECOUM£NDAIIONS IN PLANT
14 TURF ALR-
GF PLANT A!ATER:ALS. PLANT DJA\IiiIES INDICATED CN THE CGr;1UNER PRIOR TO PLANTING, FOR 095£11.AT10v PURPOSES. NOTES
- ANGLE :RV.':K OF ICK 10 %XL' LEGEND ARE ESTIVATES ONLY, 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE
.
AND REMOVE STAr:E SECURING
Vr:E TO WIRES.
OF ROOT BALI DO NOT CRACK ROOTL.
NON-ADHERING VINE SHRUB & GROUND
CONTAINER PLANTING
MULCH INSTALLATION- ATTACHMENT DETAIL COVER SPACING ON SLOPE CONTAINPR PLANTING
CITY STANDARD DETAIL - CI1Y STANDARD LLiAIL CITY STANDARD DETAIL ':U DETAIL
ny I �,,,,, 1i ,�,, I r"� lfra}I�t��-SA'L� Opa-p ip (fiI4a SMo&T� �.�,[ „blrl�� CONCRETE HEADER - 1/2" RADIUS ROOTBALL NOTE BE NGr� MAF�K
lt2al-i Y BENCH MARK F H VE
A.rpLY ZIF�G-i¢iGl•'I Pr-iM� Gos'('. '���'CR• l�L,plrlcfi �5 1'o po�51 �L-" ,4•l0 EXPOSED EDG`S AND FINISH PER PLAN AT THE NWC OF HAVEN AVE. &
4-10K> 6�NJ Ta�1H ur PR~Ii r- SAT 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 19TH ST., 44 FT. W.€HAVEN a
pmY Z u,���•� �I4- I.� �.T. ��• �boL it ��•p�obps..�� INPLANT-BED CROSSINGS) TOP OF ROOTBALL FOR ALL TREES AND 83 FT. N.CtJ9TH ST., SET DRIVE
-3m .y M _ 6" OR 8" SHRUBS SHALL EXTEND 2" ABOVE FINISH PIN W/C.S. TAG IN TOP AT THE
Ga-ale- o!�: !'�4��'1�-• I'►t't�f�T' TD i�}�" �R.�� �-
FINISH GRADE E. END OF A HEAD WALL FOR
T °�` GRADE. 3.24" CMP- -ELEV. 1430.686
LL �I r �FA..►.IcE of p�c�7o hr rw�i
Tor � r�r-
i-
�i
I.�f��F6'/I I --I I •AAAA 1-�-
RE-BAR CONTINUOUS
= fU3
NLESS OTHERWISE INSTRUCTED)
L IKI V
2'K1'x o.l
Tor "L. 'T�c shi,
L"* 0.M" s(�o-Tr,� e-
6.0
r S/�II emd �*'
To1�' I ,
- - I NOTE: PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION
3 ' JOINTS AT 20'-0" O.C.
0 lZ�r*girl i�•� e Wlhr- C,00c,• Ht.A-b" Esi' CITY M�+t- `�t��P Tgrif
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' CONCRETE HEADER
TYPICAL SECTION D D
Tutu i- ��� I���
CITY STANDARD DETAIL
Y , F
v
M I W AVFN ILS
�. �'` � 1�0 CITY
� 4 V V�"�` DESCRIPTION OF REVISION DATE APPROVED
s CITY OF RANCHO CUCAMONGA
TERRA VISTA
MILLIKEN AVENUE @) TRACT NO. 15526
CCNSTRUCTICN DETAILS
4115, /
LEWIS HOMES
APPROVED BY DATE
I CITY ENGINEER 4A�RCE NO 24243
r ' s N '
RECOMMENDED
0
- ^ iI ( \\ r� •� \c DESIGN LAND Ck n V, LIP
r q'_611 41-011 I 4-OII 4-011 I \\ F 1F��P� µ, Landscape Architecture/Plannirg - - 9-
__' _
b_6 4-il f, DRAWN SNEE
7r-�7. I �� 141_II-�q 175D East Deere Avenue
-Santa Ana, CA 92785 !- OF
�� II lid
I it C Er DRAWING NO
' TYPICALBIIIIIIIIiITI3 ' -
_TYPICAL SCTIN.. C- .I If11-I-o
TYPICAL SECTION A A
�. �: l �. = l-o (7i4)254822 RICE
E714o 752-246
rn7
`-�••• (/ll / BATE FILE NO ,
SHEET NO.% OF Y(ep
13
BENCH MARK
,�' . I BENCH MARK96
AT THE NWC OFF H HAVEVE
N AVE. &
r• ' I 19TH ST.,44 FT. W.4EHAVEN &
..r
�+ ACT r , /6 I 83 FT. N.�-19TH ST., SET DRIVE
_ _YI {�� PIN WiC.S. TAG IN TOP AT THE
C�1G " ~ � CORSICA COURT J� I E. END OF A HEAD WALL FOR
D D�aILs SN��1'* 7 N SEES EET�*j324" CMP• -ELE-V. 1430.666
MA I
LOT 30 _; LOT , 6zN
1111111111 . .. _ 1111111111
PAD 69.6 PAD 67.7 PAD 68.1 PAD 68.7 PAD 69.0 LOT 48 �, r� f
LIM OF XG PAD 73.9 +�r✓ PAD 74.6 lam' w
> I
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MILLIKEN AVENUE
W=
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zi
�- FENCE AND WALL LEGEND '
�••_ F
z
- - - - - - - - - - - S - - - - - - - - - - - - - - - - - - - STUCCO WALL - - REFER TOSHEET 0 FORPLANTING - - - - - - - - - - - - - -1•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0
- -
- REFER TO CIVIL ENGINEERS PLANS DETAILS.
FOR DETAIL CPfa'IVAT r-) REFER TO SHEET WaFOR PLANTING
SPECIFICATIONS. FOR ALL FINISH GRADE REQUIREMENTS FOR BID PURPOSES ONLY
�tr�rwlrr■*>I<w�lew■ PRECISION BLOCK WALL --- REFER TO SPECIFICATION SHEETJJ,;� - - PLANTING LEGEND SEE PRECISE GRADING PLANS PREPARED BY
- REFER TO CIVIL ENGINEERS PLANS FOR XERISCAPE ASSESSMENT. ESP. ( ESPALIERED MADOLE & ASSOCIATES HYDROSEED NOTES
GAL. GALLON CONTAINER 545 N. MOUNTAIN AVE. #105 1.ALL TURF GRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE
FOR DETAIL C-rP-I
Vmf)1L G.C. GROUND COVER UPLAND CA 946-2949 HYDROSEEDED AS FOLLOWS.
HT. HEIGHT 2.PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE.
LEGEND NOTE: QUANTITIES SHOWN ON THE LEGEND L.A. LANDSCAPE ARCHITECT SMOOTH ALL SURFACES.FINISH GRADE TO 1"BELOW ADJACENT
■,�•�r••R••.r•.ae•�r SLUMP BLOCK WALL ARE FOR BID PURPOSES ONLY. FINAL QUANTITIES OF L.C. LANDSCAPE CONTRACTOR nn.; FOR BID PURPOSES . ' WALKS, ALL
ETC,ROLL AREAS TO EXPOSE SOIL
- REFER TO CIVIL ENGINEERS PLANS PLANT MATERIAL INSTALLED SHALL BE GOVERNED MIN. MINIMUM SOI ' A AMEN N D I� NTS DEPHESSIONS/SURFACE IRREGULARITIES.FILL LOW SPOTS AND
FOR DETAIL(r�lYa ) BY THE INDICATED SPACINGS. M.T. MULTI-TRUNKED F ._ . '_ __ ,`ONLY' y_ EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO
Q )— O.C. ON CENTER IF SURFACE SOIL COMPACII ION HAS OCCURED,TO THE EXIENT POSSIBLE,ALL AREAS TO BE HYDROSEEDING.OWNER SHALL APPROVE FINISH GRADE PRIOR TO
RWD. REDWOOD LANDSCAPED SHOULD BE CROSS RIPPED OR OTHERWISE TILLED TO A DEPTH OF 9. 12 PLANTING.
plcro.�L'K' L-7 •«•«•••••••••«••••••••«•••• "(0801-A¢S'�EE.L FENCE INCHES. 3.THOROUGHLY 1.11X AND EVENLY APPLY THE FOLLOWING FiYDR05EED
S.L.A. SELECTED BY L.A.
- REFER TO pwphI-t> 64F. 0L-7 SPEC. SPECIMEN FOR TURF AND GROUND COVER PLANTING.THE FOLLOWING AMENDMENTS SHOULD BE MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING.
f SP. SPREAD UNIFORMLY BROADCAST AND THOUROUGHLY INCORPRATED TO A 6•DEPTH BY MEANS OF CELLULOSE FIBER 30 LBS/1000 S.F.
ROTOTILLER OR EQUAL: 16.20.0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F.
AMOUNT/1.D00 SQUARE FEET 1 BDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F.
PLANTING KEY SOIL SULFER 3LBSI1000S.F.
6 CU.YDS.NITROGEN STABILIZED ORGANIC AMENDMENT
DERIVED FROM REDWOOD.FIR OR CEDAR SAWDUST AG.GYPSSEED MIX-SEE EE 8. I�5 L66/1000 S.F.
n� 15 LBS. 12.12.12 COMMERCIAL FERTILIZER
A M I A T A DRIVET ' --— LT LEGEND SEE NT LIST OR 4.HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE
- —�- --- WATERINQS THE QAY OF THE HYDROSEEDING TO THOROUGHLY
1 OCALE s 1' 20' 6-� SIZE OF PLANT MATERIAL THE BACKFILL MIX FOR USE AROUND THE ROOT BALL OF CONTAINER GROWN TREES AND SATURATE THE SOIL.AFTER THE FIRST IRRIGATIONS,WATER SHALL
LOT 30 LOT 31 GALLON OR BOX SHRUBS SHOULD BE PREPARED AS FOLLOWS: BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS
PAD 696 t PAD 67.7 QUANTITY OF PLANT MAY REQUIRE TO*XEEP THE SOIL N101ST ABOVE,AROUND,AND BELOW
WEST LIM F WORK =` W I MATERIAL THE SEED/ROOT SYSTEMS AS MAY BE NECESSARY FOR PROPER
p i, 1 \ G R O U N D C O V E R LEGEND NATIVE BACKFILL WITH NO ROCKS GERMINATION AND PLANT GROWTH.
.
GREATER THAN 3'DIAMETER.
GRE N WAY �� .0 5.THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL
C O R R I D O i • ` NONGERMINATING R ERODED AREAS WITHIN F DAYS OF INITIAL
�� I HYDROSEEDING.TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS
°'� TURF GRASS-SEE a-n THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL
• � HYt?R�3>rEt� Mar" AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE.
to Ila" _lir ""r Orr I>��*.IP■wed. 4 Q �°�► Dt�1a� rE>�U V, ..-� �Ur-1 tib I6Y PURPOSES. PER SOILS REPORT
rr OVW?W Cb f� (7-13
._+ 6.WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2
bZb-9fG8 BEGIN MOWING AT A MINIMUM HEIGHT OF 2".REFER TO
cc
x x x K MAINTENANCE NOTES FOR ADDITIONAL MOWING REOUIREMENTS.
• • • , • • • • • • /x SHRUB AREAS TO RECEIVE A 4"THICK"COARSE GRIND" 7.REMOVE ALL ROCKS 314"DIAM.AND LARGER IN THE TOP 2"OF
rr SHREDDED CHIPPER MULCH AS MFG. AND SUPPLIED BY BLUE SURFACE SOIL IN AREAS TO BE HYDRr`SF:D-D WITH TURFGRASS.
•STC`- j��•J
T' .r S '
• RIBBON NURSERIES,ORANGE, CA. (714) 633-3666, OR CITY ; *
LL
I APPROVED EQUAL. CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR `' CALA �`� 8.TURF MIX TO BE COMPOSED OF' 100%IDoFl6d1
,.
u TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. REMOVE SOIL ;• RAST 12671
TO ACCOMODATE THE MULCH IN ACCORDANCE WITH STANDARD
PLAN NO. 512. v�' I •,�, ' >1
(SEE DETAIL J)
U
W _ i r �,6,o Ac
I'I� —� — TREE LEGEND 1 •Gyr,,��; � ; I
_ y
SYMBOL SPACING BOTANICAUCOMMON NAME SIZE QTY. -
,'♦ � i i -•L/�/r>?r�'.n^...n, � �,#�`�-'.'+-.r_Tyi4�"Z,C J' �S+" +�� _ •
AJ r 35' O.C. ALBIZIA JULIBRISSIN 24" BOX 1 t �• i •v '!{� 4;� i 11 1 u1�j, � � '� y ' �\
SILK TREE
(u) _ -- — CC 30' O.C. CINNAMOMUM CAMPHORA- 15 GAL. 7 , �• `%i;1' ; 1 - 1f.!' K%f„ '\
CAMPHOR TREE i� �. '4i3 ` ,'�r. 1
PC 20' O.C. PINUS CANARIENSIS- 15 GAL. )1 % - 1 CITY
��� ,:��; APPS: \. � DESCRIPTION OF REVISION DATE
APPROVED
CANARY ISLAND PINE TRACT 13273
. _ _ _ - _ _ _ _ _ - _ — — — — — — — — — — — -' — - —
— - — - - - — - — — — — _ — — — — — — — — — - — — — — — — — -
�- ... s$ u�11T'$�:;'� �'\ � CITY OF RANCHO CUCAI�ONGA
SHRUB LEGEND X3.4 ACRI* '•;;• tt\\ ,
MILLIKEN _______---- _-_.---______ - s {
W AVENUE SYMBOL SPACING BUTANICAUCOMMON NAME SIZE' QTY. �� - , ''� ! ' '��' �`- 1 ''` ' �` ''�3\
--- - _`00 - -' - 1 ,' 19. 1 o.u;�hCf,; TERRA VISTA
EF S O.C. ESCALLONIA FRADESII 'NEWPORT DWARF' 5 GAL. 'F, i - • 1 i! 1 ; �.� I , ;=
Q MILLIKEN AVENUE @ TRACT NO. 15526
A 1, --
-+ COMPACT ESCALLONIA
_ZW S -
RIB 3' O.C. RHAPIOLEPIS INDICA"'BALLERINA'- 5 GAL. -
and C) O INDIA HAWTHORN 285 GREENWAY = 'rrf . ; 4 .a `� PLANTING PLAN
"~ RIS 4' O.C. RHAPIOLEPIS INDICA 'SPRINGTIME' 5GAL. PAR �''`�
�a O INDIA HAWTHORN _ _
?
'� 24" O.C. TRACHELOSPERMUM JASMINOIDE AL. ti, ,r`' = ' " ` € 1 �_ � LEWIS HOME
... O• TJ STAR JASMINE S I G "3 �' � `�` , . r ` x�. ; e� Q, s'v;u -------
C.
� APPROVED BY ���' DATE:(
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — XC 4' O.C. XYLOSMA CONGESTUM 'COMPACTA' 5GAL. 7 c ; � V_ / ''" CITY ENGINEER j R.C.E. NO. 4953
O COMF�ACT XYLOSMA �! J Ari
r
too �. 49Cy DESIGN LANA CONCERN, LTD. REC MMENDED
landscape Architecture,Plenninp ��
-- -- -- -- VINE LEGEND .
DRAWN 1750 East Deere Avenue SHEE
--------.--- --- — : i" f• ", Santa Ana•CA 92705
SYMBOL SPACING BOTANICAUCOM_MON NAME SIZE QTY. 4 ' :`� 3 -5 / (714)250-4822 Fax(714) 752-2469 18 OF ''O
15' O.C. V�� h�ISSUS'iRIC-1,19P1t?%T/, 15 GAL. jC� I. tryfl ,.•1. v•� r� t CHECKED /• / DRAWING NO
�7 .� �•u r
I?DS-fo N IVY e�, ! ` ;r.l 1F
f RCE NO
}� •' &`,17Y DATE FILE NO
_—_
_ SHEET ;olV.OF I0�
r \
EL ' C0 r0A'rK
PLANTING LEGEND DENCH MARK NO. 96-B
GROUND COVER LEGEND AT THE NWC OF HAVEN AVE. &
ESP. ESPALIERED 19TH ST., 44 FT. W.gHAVEN &
GAL. GALLON CONTAINER 03 FT. `1.�_19TH ST., SET DRIVE
TURF GRASS SEE HYDROSEED NOTES. G.C. GROUND COVER PIN WiC.S. TAG IN TOP AT THE
HT. HEIGHT E. END OF A HEAD WALL FOR
' A D6I ►ti.,GUC' A5 6tJpPLIt5D pY: L.A. LANDSCAPE ARCHITECT 3.24" CMP- -ELEV. 1430.GGG
V!°fZh C,o CZ►3) LL6- Babb L.C. LANDSCAPE CONTRACTOR
SHRUB AREAS SHALL NECEI'vE A 4"THICK "COARSE GRIND" MIN. MINIMUM
LEGEND NOTE: QUANTITIES SHOWN ON THE LEGEND SHREDDED CHIPPER MULCH AS MFG. AND SUPPLIED BY BLUE M.T. MULTI-TRUNKED
ARE FOR BID PURPOSES ONLY. FINAL QUANTITIES OF RIBBON NURSERIES, ORANGE, CA, (714) 633-3666, OR CITY O.C. ON CENTER
RWD. REDWOOD
PLANT MATERIAL INSTALLED SHALL BE GOVERNED APPROVED EQUAL. CONTRACTOR SHALL SUBMIT A SAMPLE S.L.A. SELECTED BY L.A.
BY THE INDICATED SPACINGS. PRIOR TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SPEC. SPECIMEN
REMOVE SOIL TO ACCOMODATE THE MULCH IN ACCORDANCE SP. SPREAD
WITH STANDARD PLAN NO. 512. (SEE DETAIL J)
PLANTING KEY
FOR ALL FINISH GRADE REQUIREMENTS REFER TO SHEET L-1 FOR PLANTING
LT SEE PLANT LIST OR
SEE PRECISE G-RADING PLANS PREPARED BY DETAILS. G-t LEGEND
MADOLE & ASSOCIATESSIZE OF PLANT MATERIAL
REFER TO SHEET 1--10 FOR PLANTING\
• 545 N. MOUNTAIN AVE. #105 GALLON OR Box
SPECIFICATIONS. QUANTITY OF PLANT
UPLAND CA 946 2949 REFER TO SPECIFICATION SHEET -LIP MATERIAL
FOR XERISCAPE ASSESSMENT.
/ I I
I
- - - - - - i
VIEW —�
DRIVE
=rn
_m I
• - 7 -
Al a�_ y - _ _ S \
\ / '7 _ /� , y err-'�} � 'fir `,s 'v •�
• I
4
�( � ' _k
14,4
\ K / LOT 53 LOT 52 LOT 51 LOT 49 rr, , I
PAD 74.0 PAD 74.2 PAD 74.3 I� D 74.5 PAD 74.6
JIt
t
\ ti \ / / t�T L--16 P:of- n r 11 I Z I I
I I � I I
1 /
Fa-1 I I
y RAG 1267J. "1., I I t
TREE LEGEND
SHRUB LEGEND ..,
SYMBOL SPACING- BOTANICAUCOMMON NAME SIZE QTY. SYMBOL SPACING BOTANICALCOMMON NAME SIZE QTY.
AJ 35' O.C. ALBIZIA JULIBRISSIN 24" BOX 2 AA 2' O.C. AGAPANTHUS AFRICANUS 'QUEEN ANNE'- 5 GAL. "`v``'�_�• t T i +.'
�' �' �� - ��h �' ` DESCRIPTION OF REVISION DATE CITY
SILK TREE LILY OF THE NILE ' , 1� �.:,i �( TCI a
APPROVED
NA ARDIOIDES 15 GAL. ND 3' O.C. NANDINA DOMESTICA 5 GAL. - 'l 'r '�` • .I , C,'� .1; I — " ' i A
CA 25' O.C. CUPANIOPSIS A C (0 0j 4, j, 0 �1
CARROTWOOD HEAVENLY BAMBOO
�a �irs '.,. CITY RANCHO Gtr
,.� �� -U ` '� �j j II�
TRACT 13273
PC 20' O.C. PYRUS CALLERYANA 'BRADFORDI' 24" BOX 3 P1 W 4' O.C. PITT OSPORUM TOE3IRA 'WHEELERI' 5 GAL. a� _ ���Ll 1' I .r:r
• BRADFORD PEAR WHEELERS DWARF UNIT I ERRA VISTA
O RIB 3' O.C. RHAF IOLEf IS INDICA 'BALLERINA'- 5 GAL. q :�%� t,,�. :_ .. 1)_ »► /}� --�;.:��.a/-J ,,'rte :f---J-i 1 I rt +.•.:,._, . 1(�3.a ACl RF$ ` MOUNTAIN VIEW DRIVE
TRACT NO. 15526
INDIA HAWTHORN
.
RIS 4' O.C. RHAPIOLEPIS INDICA 'SPRINGTIME'- 5 GAL
• INDIA HAWTHORN PLANTING PLAN
rl'1 -, t :r er rr n re n i. i ` a i.,t . 4 J •
XC4' O.C. XYLOSMA CONGESTUM 'COMPACTA'- 5 GAL. 7 arm w S -
•
COMPACT XYLOSMA GREE E N W AY
_ , ARFTK� � LEWIS HOMES
,!
tee. /\\�� 1��,��i-J J`s ~� L''I ',V`1 • `- i`- -
7 __--- 4 -'� APPROVED BY: / DATE:
VINE LEGEND 1 - _ . v - /j�,, . No. 24 953
n _
;, � CITY ENGINEER RCE
SYMBOL SPACING BOTANICAL/COMMON NAME SIZE QTY. °`%�` _ . '�YOTEN � w` • = 1 f h ' � DESIGN ; CONCERN RECOMMENDED
15' 0. I PAT,"', 5 GAL. �' _ LAI\ 30-110
�A 1 0� f •"`; ✓� 1 u� ian s Archdecture,Plann D y�
� z , /`�`•� d cape in
'
3001-ON ►vY //►►�� �! C1rv� I I - - --
__ ----_ - -- ,/ \ �1;.1 'r Y� 4 i ''c �• ., i (I, s�,ol� DRAWN1750 East Deere Avenue SHEET
Santa Ana,CA 92705 1 Q -(D
lJ ~, rn� ,� r � C 1 �;� .�f j 1 t v -✓ (714)250.4322 Fax(?14) 752.2454 L a! OF
T'�`•�� / r' ra, . , fi t ^ i 1 , ass
CHECKED , f DRAWING NO
` e0 RCE NO
. _
DATE FILE NO
aPe20' MOUNIAIN VIEW DR. LANDSCAPE PL. - 2310.27] PF : 1081 612 29- Nov-93 05:22 PM / 126- 1081- 1
SHEET %IS-OF 1�
EENCH MARK
BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. &
19TH ST., 44 FT. W.IE HAVEN &
CONCRETE 4 In%pc•t lion All plant niatcnals must have becn Ivit siOu,1% ui%pc.tcd at 111( 14 PLAN-11\G %I\FS,Sit Rt RS AND GROUNDCOVERS C. Pruninc: All shrubs and trees shall be pinch pruned as necessary to encourage new growth 03 FT. N.V19TH ST., SET DRIVE
nu i%cr M the I lrarlgc ( ounty Horiit ultural 1)t parui crit and shah be and to eliminate rank sucker growth. Old flowers,dead foliage and limbs shall be removed. PIN W S.S. TAG IN TOP AT THE
For concrete information rcfox to the standard specifications for public work%cnstrtw lion %uhlc.l to the n%pet tion An.i appnwal of the "'I f Ix.Lorc A Vines and shrubs shall ba' planted In pits 2 Limes the width of the nwthall. No major pruning shall be dune without the approval of the Landscape Architect. E. END OF A HEAD WALL FOR
fx anon a section, 4 111 1()3 and 1 ! 3-24" CMP- -ELEV. 1430.GGG
(Green ook• Edition per the city of Ranch Clic g )Refer to sec
400 as well as any other sections related to the Installation,pre and post tnstallation of B Prepare a depressed water basin ac per dctailt Water thoroughly,backfilling D. Wcedine: All planting areas including lawn,ground cover, and shrub areas,shall be kept
concrete work,materials,labor and clean u the standards specifications fon public works S Plano Lr%t % rnditAlcd poi Lira-Ings any voids with additional re parted planting mix weed-free at all times. Weeds shall be du out b the nx)ts and disposed of off the site
p px. p p l P K B Y lx
construction A available from Upon completion of the 180 day maintenance period,the Contractor shall (ertilve per N24
6 Svcs of Plants Shall he as stated on the plan Container %too k t I gallon. C Ground Co%crs - Lawn Maintenance and N 25 Gr)undcovers and Shrub Maintenance of these specifications
BNi Building News S gallon,and IS gallon) shall have becn grown in eonlalncr% for at lca%i 1 Pili for flat sited plant,to be at least 6"x6"x6'. Ground cover areas shall be
3055 Overland Ave one I 1 i vear,but not over two 12)year% moistened prior to planting Nu flat plants shall be planted in dr" soil 26. GUARANTEE AND REPLACEMENTS:
Los Angeles.CA. 90034 A. All shrubs and ground cover shall be guaranteed by the Contractor as to growth and health
(310)202 7775 7 Substitutions SuMtituuons for the Indicated plant matenals will he permuted pnrvded the 2 Set tants in center of its so that crown of plant will be level with finished grade
for a period of 90 days after completion of the specified maintenance period,and/lir final
materials lie a on)vcd in advance h the Land-.( At, and the %uhsmutions arc p p acceptance by the Landscape Archucc•l All trees up lit 20" box sue shall be guaranteed M
Pp ) le after settling of soil,then backfill and water B
o •o t live and row In an acceptable upright )siuun for a •nodi of sit(6)
made at no additional sunt to the Owner Except for the variations w authonied,all
the Contractor o o h g 1R Pe
' CONSTRUCTION + acceptance h
p + x•t r maintcnantc •nod and/or final v
suh%ututr last maa•nals shall eonfomm w the rc wrcntent%of the sr x pet ifit auutis months after completion n u(the sp Ifi d px ,
II
LANDSCAPE CO'�STRUCTION p y 1 if i Flaurd plants shall he well opted with runners at(cast 4"but not more than 6 m
the acceptcd suh%titutc materials are of Ir%%value than those militated lir sixx if icd,the length the Landscape Architect Trees, in 20" boxes lir larger,and all field grown specinictis shall
1.SCOPE OF WORK: antraet pec• will be ad)u%ted in act ordansc w uh the prosi%iuns of the contract be guaranteed by the Contractor to live and grow to an acceptable upright positron (lir a
The work of this section includes all labor,matenals and equip ment required to complete15 TREES AND VINES(K Cl RING IN LAWN: period of one year after conmplction of the sperifted maintenance period,and/lir final
work indicated on the drawings. The work shall be performed in accordance with the best 8 Plants Not Approved Plants not approved an aro be rcmo%cd from site tmmedlaicly andacceptance b) the Landscape Architect
Trees and vines oc,turmg in lawn shall 1e planted bocfure final preparation of blips% utas.
standards of practice re latm to the various trades and under the continuous sit 'rvisiun of a
Ie rc placed with suitable plaruS The Land%taoc Anhoctt and/or rrsenes Lir• right
Pr g { p { C�KY �
ow c failing growth at an ume during the life of the Contract,
eornppclent foreman,capable of interpreting the drawings and thew speelfitauons The work 4o rcrtl enure lots of lacus represented M defcx true yarn plrs B. All plants that she sign- of fai ng g y g
) P t 1 \ •� - 'OR � DC'Ri\G PLANTING
16 C'ARF:OF PLANTS BF.F F AND
included In this section Is as follows
Plants shall not be allowed u)do out before or while being planted Keep exposes rots moist h% including the maintenance period lir those plants w injured or damaged ac to render them
K FF:R 111,1""/.F:RS AND SOIL('()\l)I 11()NF:RS unsuitable for the purpose Intended,shall be immediately replaced m kind and sue at the
Finish Gradin for Planting,Soil Preparation. Fcrtiliiation Planting,including lawn, means of wet sawdust,Real MOSS,or burlap at all Limes during planting operations Do not expo%%root
8 K P k K expense of the Contractor
Maintenance,Inspection and Certification,Guarantees,Clean up, Staking,Guying See construction and planting detail% to the air except while being placid m the ground Willed plant%, whether in platy lir not, will not be
and Espahenng and Miscellaneous Allowances accepted and shall be reple."rd at the Cuntractor's expx•nse
C. The Contractor,within five(5)days of notification by the Landscape Architect,shall
9 STAKING MATERIALS: 17 N ATERI\G BASINS remove and replace all guarantud plant matenals which for any reason fail to meet the
2. APPROVALS: A. Tree staking shell to as per plan
A Construct a firuly compacted mound of soil around each trove and plant to form a requirements of the guarantee Replacement shall be made with plant materials as
watering ha%In at the c%igc of and following tht %haps•of the planting pit area indicated lir specified for the original planting,and all such replacement materials shall be
A. All sprinkler work shall be inspected and approved prior to the start of any work In B Tres for holding trees shall be aS per detail
Mounds for trey% and for %Ines from 5 gallon lir larger cuntamrn,shall be at least 3" guaranteed a%speciGcd for the anginal guaranteed materials.
this section.
high Mounds for all other tree%,vines,lir plants not otherwise spoe"ificd shall be at
10 GRADING AND SOIL PREPARATION: )cast 3" high Extasated earth,if capable of rctaimng water,may be used Any D. All plant material shall be guaranteed against poor matenals and/or workmanship for a
B. Prior to excavation for planting or placing of stakes,locate all utilities,electric cables, A Contractor is to finish graoic to within 1/IOth of 1 hoot cr 1" below paving where pa%mg
conduits,sprinkler Imes,heads,valves and valve control woes,and all utiLt) lines sit exists xulentent w ohm the basin,, after watrnng,shall be rcflllcd to the required grade with period o[one year after city acceptance ReplacenmrntS shall to made a1 no cost to idle
that proper precautions may he taken not to damage such impruvcmcntc In the prepared suit,and additional nitrogen stahihird sawdust worked into the Surfecc as City
required to rc%lurc the mull heal condition
event of a conflict between such lines and plant lc"auun%, promptly notifv the R Moisture Content. The soil shall not be worked when the moisture cnicnt is sit 27 CLEAN' UP:
Landscape Architect who shall arrange for rchwanon for one or the other Failure to gicat that cxtcsstvr cumpaetiun will occur,not when It Is so dry that dust will form In Lite B At the end of the 190 dayperiod
maintenance all watering basins In lawn areas shall he Upon completion of the work in this section,Contractor Shall remove all rubbish,trash and
follow this procedure places upon the Contractor the responsiho
ilty fur,at his own air lir that olds will not hreek readily Water%had he Applied if nesc•ssan 4+ pro%Itis
levrlcd lit finish grade and mulch applied do the area A> per detail debris resulting(turn the opoerauon%;remove dI%usrd cqutpnmrnt and implements of conics.
expense,making any and all repairs for damages resulting (rum work thereunder ideal moi%ture content for tilling arid for planting hcrcln slot ific'J (cave entire a involves In a neat anti acceptable condition such a% w meet appr+sal of
IX NATERI\(; TFIF- G Y
3.QUANTITIES AND TYPES: C Prchminarn Crradiny Pycluninary grading shall be dune in sub h a manner as to antic r A IrnnicJlatcl) aficr planting, water shall be applied toeach tree by means of a hose
Plant materials shall be furnished In the quantities and/or spacing ac shown or notes for each pale tfic finish grading E%trS% %oil shall ht•tcnioved or rcdis tnhutcd fore a,ophtdttort ilio water %hall be apphcd in a modcratc stream in the planting holes until the
locations,and shall be of the species,kinds,sues,etc.,as symboli/i:d and/or described m the of fcridli/er and mulch Whcrc soil is to be I-cplatcd M plant% and mulch, allowantc %hall malcnal about the roots Is completely saturate) from ilii bxritum of the hole In lhr top XERiSCAPE ASSE':SSN1EN'I' SYSTEINI SUMMARY
"Plant Material Legend," as indicated on the drawings The Land%cape Architect has prepared bc- made Su that when fini%h grading has begun,thcrt• shall be no dcfls Irnt% in dmc of the ground a
this list only as a convenience lit the Contractor and assumes no respow ihthiy for its spco.ificd depth of mull hcd planting bcdS
R PIAntS that cannot be watered efficlrntly with the existing water system shall be watered POINTS RFFERE:NCF.
accuracy. The Landscape Contractor Is to verify all sues and quantities
h) mean%of hose CLAIMED (ShrrtN/ Rr( N 1
D Wecdine Before and during preliminan and finish grading,all wccd%and grass%% LANDSCAPE( Point Value 1
4. VERiFiC:ATION OF DIMENSiONS AND QUAN-1177ES: shall be dug out by the notS Anti disposed of off the sue(cxccpt those wced% and grass%% C. Apply water in sufficient quantities,and often as seasonal conditions require,to keep
All scaled dimensions are approximate Refire proceeding with any work,the Cunuactor not of the perennial type,less than 2 1/2' high and not bearing seeds, which may he the round wet at all ume%,well below the root s vcm of ra%s and planting Carr is ur be i 2
K Y K P 6 1. Water conserving plant% (20) 0 L.X&1.9
shall carefully cheek and vcn(y all di mentions and yuaroiucs and shall Imntcdlatrl% inform turned under) Oat%more Lit an 2 1/2" high and not Fxartng sccJs ma)"be turned tinder taken in watering sloprs so as not tit cause crtmon damage
the Landscape Architect and Owner of an) discrepant% between the draw Ings and/lir Perennial weeds and gras%cs to he removed in elude,but arc not limited it), the following D. Followin• the tlantin• of round cover plants furnished in flats,each plant shall be itnmcdiatch 2
specifications and actual conditions. No work shall bt,dune In any area where there is such a b planting 6 b 1 2.Turf limited to�Sck (45�t restdenual )(.11) 11 l x&1 9
wa0.•rcd M mean%od a buss w uh a slow running %trent u(watrr
discrepancy until appro%al for same has been given by the Land%cape Art.huctI and Owner Nut Gra%% Runt twc Vine Dallas Crtlss Mustard Plnat 3. Plants,grouped by watering need (10) 10 LX&1.9
St. Augustin%Gras% Alfalfa John%onGrass Wire Weed 19 'REE S'hAKING
5. INSPECTION Morning Glun
4 Hard%capc( nun irrigated )suriatrs (I 11) Ill LX&1 9 �
Tres staking is to be per dclall
A. All inspections shall be made by the Landscape Architect and the Owner Thc E All planting arca%shall be %,Anficd to a depth of 12 inthc•s below grade with the %pas iiig 5. Permeable paving (5)
contractor shall rcyuc%t Inspection L fMl-PJ air 14H1r6 in ads ante of Lite time of the ripper teeth no greater Dian 12 mthcs on ecntcr prior to plating tonditioncrs and
inspection is required+ i, ,ILVbo o-i49*-J1t-r, r,rr-v "t-d-+' fcruhicry All rokk and dchriS more titan 2 •n diametcr shall he rcmoscd from the site 20. ESPALIER(\G OF Vi\ES: 6. LA),A water turf variucs (5) 5 L1(&1 4
All trellises and stakes are to be removed from plants,and the plants shall be(a%tcncd and
R Inspection will be required for the following pan%of the work F I Fenshcs If sprinkler%%Stem is Installed after grading and fertilivrng is cum pleted,the trained against fences or walls as di rested by the Landscape Architect. A f C-tly
7. Mulch provided in non ground cover Lica% (5) S l.X&14 -
uppc-r pori ion of the•hAtkf111 %hall be retilled and fend vcd it)the depth spccIfled for Lite•
1. luring finish grading and soil preparation area rryutrcd u)conform too the specifications 21 CF.RTI FiCATES:
In addition to any other%oniric aics specified,the Contractor shall furnish a cer,ificate w ith 8. Soul amendments. (5) S l X&l.9
2 Plants,after delivery to site prior to planting each delivery of bulk material,stating the source,yuan arty,any type of matenal and that Liu' Total Points Claimed �
11 FINISH GRADING material conforms to Lite Spet lfica tion requirement% For bulk dclivered organic fcrulvcr,
3. When vines,shrubs,and trees lie spouted for planting,but planting holc% arc 1N'hcn preliminan grading, intluding weeding and 1rruLiing•has Fc•cn sunmplrlexl the certificate shall alit+%tate the volunic,net wnghl,percent of nitrogen,pertcni of ( Minimum Points Required 6(1 )
not excavated phosphoric acid For cash Icniivcr and soil conditioner, in contamcrs,a similar ccnlfnate
and the oil ha%decd cuff a icntl% Ili(c reaJll% worked, all lawn and pl3ntnlg arca%
or in,oicc shall be furnuhcd stating total quantities by weight and volume for cacti material IRRIGATION
4 Specimen trees aI source,before delivery. -16 ►�b� shall be graded u)the o rm lc,cl mdicatcd on the drawing% hereGrac%not otv,areirw r Tlnesc ccrtifitatcs shall be submit led tt)the Land%t'apc Architet and Owncr pnor to the Start ( Punt Value I
mdicatcd shall tc tutih)rt Icvcl%lir %lope•%hetwren pcnnt% where elevauun% are
t of the mainic nance period 1. Low allirrigation sv%ttm (20) 20 L2 & Li
S. Lawn urs prior to planting.
given Munn adjusurnnt%o. finish grade%%hall he maol• at the direuon of the gallonage b'
Land%cape Architect, if required 22
6. Planting Lica% pnor w planting. PROTECTION Automatic
The Contractor shall carefully and continuously protect all areas included in the contract,
controller (2(1) 20 L2 & L3
Finish grade shall be a smooth,even and uniform plane without abrupt change of
7. All landscape construction ucros, lir to the sten of the calendar da surface Soil areas adjacent to buildings to allow a natural run Off of water,and including plant materials,fences,supports,etc..,until final acceptance of the work b) the
p pr ) Landscape Archiicct and Owner. 3. [),,signed to water plants b) watrnng needs (iO) 1(1 L2& l.3
surfate drainage shall be•dlrctted a% mdicatcd on the drawings by rcnudcling
maintenance period(final observation). 1 t>P`(S4. Soli moisture sensors (10 L2 & L3
surfaces to facilitate the natural "run off"of water l.orw spots and pro lets shall be ) 5
rine Inch(1")bxiow grade of ad)accnl pa%enment of an% kind Grading %11311 he dune
K. At arnplruun of calendar day maintenance period (final maintenance23 N1A1NTF;NA\CE: -
whcn suit Is at Opti mum moisturetunirnt for working 5. Rain scnsurs. (5)
observation) -7 P -y-,> A. The Conuacur shall maintain a sufficient number of men and adequate equipment to
12 %1E 1 HOD OF PLANTING AND WORK PROCED( RE perform the work herein specified Plant maintenance work shall Insist of appl)Ing 6.Wind sensors. (5)
9. Inspection nports shall fx made for each ubscnauon by the �r(Y water, weeding,caring for plant,. Including ground covers,shrubs and trees.edging,
111�CJWand one copy shall be submitted to the * Lroo IWQU1a6T A No planning shall he done tonal all optranuns n cunjuncuon with the installation aerating, and mowing of lawns,fcrtilvmg and control of pests and discaf1C
ccs 7.Sensitive to slope factors (5) 5 L2 & L3
II I'
of the sprinkler system have bt•en completed,final gradcs have hcen c%tahli%hed,
6. CERTIFICATION: the planting areas have been properly graded and prepared as hcrein Spec:Ified, B Damage to an) planted area shall be repaired Irnmcdiately. Depressions caused by S. Reclaimed or recycled water (5)
and the work appy%cd by theLandccapc Anhitccl vehicles or (tort uaffic shall bo: filledw ah u)psoil,Icvclyd and replanted Extcrntinatr
A. Peer to p)b acceptance,written certifications shall be submitted to the gophers and moles,and repair damage Total Points Claimed" bC
Laindscapc Archrtccl,for the following B" The relative position of all trees and plants Is subject to appro%a] b) the
C The en
GIT ,and the) shall, I( nrcessan,be rcloceted a% entire project%Hall be maintained for a ppenod of 180 days, commencing from the ! Minimum Punts Required 60 )
1.Quantity and quality of commercial fertiliser and organic fCTIIh/er directed as par of the Cuntratt and
Architect time all itemsand of work hese been completed to the sausfartion of the l.andseappc
the Owner
2.Quantity and quality of all soil amcridnicntc called for by plans and C All plant,shall be rcmo%cd from their container and set co that, when settled.
specificationsthey bear the same rclauon to the requiredgrade that they bore tic the natural
D. The project shall be so cared for that a neat and clean conduron will be presented at all
grade hcfore being transplanted Each plant shall be planted in the center of the times u)the satisfaction of he Owner and the Landscape Architect
7. MATERIALS: pit and backfilled unless otherwIse spec ifl A.with the prepared soil No soil in
muddy audition shall fk used for backfilling No filling will he permitted 24. LAV1'N ALV\7 F:NANCF:
A. Plant materials Indicated on the drawings and herein spccifred, shall conform to around trunks or stems All harken or frayed rots shall be properly cul off A Watering. Water even day once per day for two(2)weeks thereafter anti then
the following: gradually rudu,r frequency of watering tothree (3)limes per week The Contractor
D. 111•fl=r%I"(Y shall inspect the placing and planting of shall continue to maintain the lawn until final acceptance by Landscape Architect and
1. Nomenclaturc:Plant names indicated or listed in the "List of Plant the Owner
all plant matenals
Materials"on the drawings,conform to "Standard Plant Nantes"
established by the American Joint Committee On Horticulture Except E In the event that underground construction work or obstructions are encountered W Fcrtilvmi:: Apply 16 6 8 at the rate of 6 pounds per 1,(X8) square feet three(3)weeks
for names covered therein,the established custom of the nursery as in the planting operation,alternate lctions for plant material w ill be scict ted by after installation and w atcr Immediately thereafter.
follow ed
L A and t try operation operation will to done at no colic cost to Cu%
C. Mow n The lawn shall be mowed at a height of i 1/2" with a rotary mowo-•r,
2.Condition: Plants shall be symmetrical,typical for variety and species, equipped with rollers, before it reaches 2' mhcight Collet grass clippings during
sound,healthy,vigorous,free from plant disease,insect pests,or their 13. PLANTIN(; OF TREES mow Ing operations A#jb remove front the site
eggs,and shall have healthy,normal oxo systems,well filling their
containers,but not it)the point of being root bound. Plants shall not be A. Position plants in plant location indicated on draw Ings and sit uur appro%a] before After each cutting,the edge of the grass shall be trimmed to a neat and uniform line
pruned prior 4)delivery, except as authorized by the Landscape excavating pits,making nrcc%%ary adjustments as Indicated Thc lawn edges shall be maintained in a neat condition at all umcs
Architect,or his representative. In no case shall trees be opened before CIT'( •
delivery. R All pits for trees shall be dug square,lWo- p►-pC��FICf�+•f1b��tO��fs �l�f3.pallr 25. GROUNDCOVERAND SHRUBMAINTENANCE DESCRIPTION OF REVISION DATE At•CITY
W� �oM'-� L••GV"-, �"oI ,af,� � �•rta,1L. A Vv'aterin¢: New plantings shall to watered ante per day for two (2) weeks after
OYTD
3.Dimension: s height and spread of all plant material shall at measured mstellftLr t e educc w arc er u)every olfinr day for the next twit(2)works SL'atcr CITY OF RA N C N 0 ✓l,1CA M ONGA
with branches in their normal position and shall be u indicated un the C. Set plarptc m center of pit,In a venical po>sitiun,w that cruor of ball I'S 2" thercafttr three (31 ume%per week until final acceptance.
drawings. The caliper of all trees shall be measured 4'0"above the `�q � A44-O F6-,-4T-- watering and settling and shall bear the same relationship to the
surface of the ground Where caliper or other dimensions of any plant finish grade that It did aro the oil surface in the container. B. Fertilisation: Fertilise three(3)weeks after planting with 5 pounds 16-6 8 per 1,000
TERRA VISTA
material arc ouu
omitted from the "Plant Legend," It shall be tder%toxd that square feet; fcnilizc thereafter every 30 da%s.
these plant materials shall be normal stock for type listed D. Prepare depressed water basin as wide as per detail
MILLIKEN AVENUE @TRACT NO. 15526
SPECI FI CA TiONS
LEWIS HOME
APPROVED BY DATE
PmtmSCAPk CITY ENGINEER RCE NO4� 953
4
4�, cy% DEslcti REc ywENDEC,
Landu,Rpe k-rhilecture'Plaming - - -
K� * D A°"" L 1750 Fas!Deere Avenue S SHE[ 1
Z 1 ,'J -Santa Ana. CA 92105 L 10 or 10
e \Q.
'F OF C; W- (714)2544822 Fax(714) 75?2Jb
C �^ DRAW FIG NO
G17 / DATE FILE NO
SHEET N016 OF I kh