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-10 g 6'-0" HIGH SLUMP BLOCK WALL, SEE = i
�V SIM T�'i"• 66NCH rnNC• LIGHT SLUMP BLOCK RETAINING WALL, SEE GRADING PLAN. --
.�� COHC, "LK O„••„••D„•„-t�••• WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN.
Q- ^I-L 30 -o INTF-R\/^L MFASU►'�EMENTS
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V -cO '� N RETAINING WALL, /R"\
iN� -TTI` 30'-o' IN IMERVAL ®
U -fT1'� WROUGHT IRON FENCE WITH LOW SLUMP BLOCK WALL
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Q .. CONCRETE WALK, TYP.
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1 NOTES: CITY OF RANCHO CUCAMONGA
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1. FOR CONSTRUCTION NOTES SEE SHEET 3 VICTORIA GROVES
ALL WALLS& MOW STRIPS ALONG TRACT BOUNDARY TO TRAILS
� �`tP �°sI,KG� I �TioN 2. BE INSTALLED BY TRACT BUILDER. SOUTH OF TRACT 13037
1 -- - - - - SCALE: 1"=30._0"
CONSTR4CTION PLAN
PREPARED BY: PREPARED FOR: _s_ -
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MORSE CONSULTING GROUP
MORSE CONSULTING GROUP gfGOMMfNDEO
LYON J.S. rw.A . • ,E,, U';Zr �s
PLANMNG •ENGINEE.RM•LANDSCAPE.4RCIYITEC7URE ..'°•. `•°"".,"°,`•"•"
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48601RVINE BOULEVARD,SUITE X11201 � (D . OB NU 240-00 2 22
IRVINE,CALIFORNIA 92714-12fie WILLI AM LYON Teemarc a S.L.• ' —
IRVINE (714) 730.7117 PALM DESERT
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0340 ARCNitlALD SUITES
RANCHO CUCAMONGA, CALWORNIA 91730 I O 71— L
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IN759 1 1 1
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FOR TRAIL 150-42 1 LI) TI
CONTINUATION _ �•
SFE SHEET 2 s • . . . •- . . • . : , r� N � _ _ _ _ -4 0 -p �i �-011
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T1'P KJAL.,<a INTEZM5 -u, _ r' o �: '• FOR TRAIL CONTINUATION
• 3ai_c,i 1�Z5 0 ••' fe=18 SEE SHEET 4
R,5
2qr 3b1-o" `
1 I -�•.i•ro -
I
CoNc. WALK T cONc. MeN STRIP, TTr-
� NOTES:
r III U^ tS C3 I NT R c�toN
MASONRY NOTES I. ALL WALL & MOW STRIP ALONG TRACT BOUNDARY
1. CONCRETE MASONRY UNITS TOBE GRADE "N" PER ASTM C-90-52. TO BE INSTALLED BY TRACT BUILDER.
2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH of GENERAL CONSTRUCTION NOTES
2,000 PSI AT-28 DAYS UNLESS OTHERWISE NOTED.
3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO TMEE 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR
PARTS SAND. TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY
4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, I PART LIME THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.
PUTTY, 31 PARTS SAND PER ASTM C270-52T. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES CONSTRUCTION LEGEND
S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE INCURRED.
AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER.
6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT.
AT RETAINING CONDITION. THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND L "
DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 6'-0" HIGH SLUMP BLOCK WALL, SEE {-
7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED SLUMP BLOCK RETAINING WALL, SEE GRADING PLAN.
8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING.
SEISMIC. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF Q••••••-G...•••4••• WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN.
. 48 HOURS PRIOR TO THE INSPECTION.) `
9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN OVER SLUMP BLOCK
5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED RETAINING WALL,
10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. ON THE IRRIGATION PLANS PRIOR TO PAVING. - WROUGHT IRON FENCE WITH LOW SLUMP BLOCK WALL
11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR
OVERLAP AT SPLICES. ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. CONCRETE WALK, TYP. (~-}
7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE 8" CONCRETE MOW STRIP, TYP.
12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL CONSTRUCTED WITH SMOOTH GRADUAL CURVES.
BARS. N....
N.•...N.N..N...• WROUGHT IRON FENCE
8. FENCES AND MOW STRIPS STAKED ALONG PROPERTY LINES SHALL BE 6
13. ALLOW FOR ADJOINING CONSTRUCTION. STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. LIGHT, STANDARD ,
14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE,
AND ORDINANCES. UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY
15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. LINES.
Io. t"IOW5TM1P5 Pfqw TD m RL^411*1E0 kiHERFVER 71 /°Slab
16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. GlIlt)COVEIe MEAT.
17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT 11. STAKING OF ALL MEANDERING WALKS
ALL RETAINING WALLS. . SHALL BE APPROVED IN THE FIELD AND ADJUSTED
18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY,WORMANSHIP AND AS NECESSARY IfO MEET FIELD CONDITIONS BY THE PUBLIC WORKS
ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK INSPECTOR, PROJECT PLANNER AND LANDSCAPE ARCHITECT PRIOR
INCREMENTS. TO CONSTRUCTION.
19. EXPANSION JOINTS SHALL BE LOCATED AT t50' MAX. AND AT MAJI 12. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR WROUGHT IRON FENCE
CHANGE IN HEIGHT OF WALL. WITH GATE.
20. ALL GROUT SHALL BE NATURAL COLOR. 13. CONTRACTORS TO CHECK WITH CITY STANDARD FOR EQUESTRIAN TRAIL
FENCING AT THE TIME OF INSTALLATION.
21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO 14. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF
BE "ORCO MISSION" COLOR. TRAILS.
4
22. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL 15. WALL AND FENCE TYPES SHOWN & DETAILED ON THESE PLANS ARE FOR
BE CONCAVE.
rr- •� GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING CITY OF RANCHO CUCAMONGA
PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR
ALL FOOTINGS AND REINFORCING. SOILS COMPACTION PER SOIL
A�C /� � - ENGINEERS RECOMMENDATIONS. VICTORIA GROVES
G�1 16. ALL WALLS AND FENCES ALONG TRACT BOUNDARIES ARE TO BE "rRAILS
INSTALLED BY THE TRACT BUILDERS.
•• TRACT 13058 - INTERIOR
SCALE 1'-30'-6'
CONSTRUCTION PLAN
PREPARED BY: PREPARED FOR:
Ap"ovso my
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4860 IRVINE BOULEVARD,SUITE#201 �j'-• Wam
S.L. JOB NO, 240. 00 3 22
IRVINE,cAu>'ORNIA 92714-1299 c f&WILLIAM LYON alms "---
IRVINE (T 14) 7347117 PALM DESERT
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KEY MAP MO
SCALE RAW" CUCAMOMOA. CALWORMMA 91730
FOR TRAIL CONTINUATION
TYP IAL-Ke INTef5FZT)0N '�` SEE SHEET 3 � `" 11eLA#44.f
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CONSTRUCTK)N LEGEND ' -
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797
21
SLUMP BLOCK RETAINING WALL, SEE GRADING PLAN. _
kIRDUG IRON ��
0--45--0— WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN. 1�7 -0
SI..UMi' cK LcL�u.
WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN OVER SLUMP SL M
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RETAINING WALL,
w CONC. E51"N�,,N NCL ArAI 21" r . LANE oh TOIL S , T 5E GING S. �-X.
•
"Pw WROUGHT IRON FENCE WITH LOW SLUMP BLOCK WALL Fro RIALTO FEN CO. IN ST I6 C17f = ALL 30'- ' INTERVAL Me,5t1REME 5 DERE rA N � ' Q
CONCRETE WALK, TYP. STS P%dG,4I 10 corm CoN51 TA4T kI CI _� 'fa THE f�O101E^ Y INE,, 711r"CP, AF
ST t T"L F=5 NG AT 71M B or I_ N
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TRACT 13058 IHST N, � UE5TIlRIAN 0 3o'-0 0 -0 2 o INlRV T G M
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- $ _ ' . ' • oM'ENI NS RV
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ovER SLUMP 13L4CK
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.. .. .. .. .. .. + ' 4^yN0f4Al L, G WHERE COtJc, r'EpE s7KIAIJ
c rrkJALK G1�o5sE5 i�QUEs'Tl`�tAN
CONTINUE 5MooTH MUS of
6 WROUGHT IRON �ENCL W/ GATE 44 ^cv RoV4N - GT-oT Q"I IFIN - �ToRMt CoNC. 5T�5
WROUGHT IRON TO CCNTfNUE oN TO LA'rOUT OF ALL I�.IAI.-KS CAIN PLAN 1=�'�f� T�+cT 1305
OF RETAINING W^LL OVE"U-- HEIGHT-GI-o# i { VEK FIEp; 0\/F0 IN SCHOOL SITE
`�iE HELD I'rfni5l-I G k o"
1N�I�EGTDK 1r'RQJEG'r pL�+NN�I�. � avn aa.Nt�s Ac-, -TP-c--m-,5
S<TRU060 CONC. EQULr5TRIAN FLNCV,
. .,ter» , _ 1 `�cA P,FcH 11'ECT. ^/AI L,AI3 LE Fg oM IgI�LTo PENC I N G Co., �I re "kl I N 151. 1 c ld Q5 AT-rl AIL-
NOTES:
I I- s;..,7/1
NOTES; y , .., INSTALL ICER GI'TY S PANDARr) CWG 0-40
CUcH-r Fr�rTUR� 'T`�f�°1 CA- - srw�°+Nl� � �5I5TPgNT kJ/ Ci7r ST��+D POR
.� IIALL,�' KAT' '10 kIATT ttIGH 1�550IgE 'TRAIL. FC-NGI NG AT THE TIME OF INSTigU-. .
1. FOR CONSTRUCTION NOTES SEE SHEET 3 `� SOOUM FIXTURE MOUNTEp oN ANop►�En -rYr°I uEsTIgAIN71"L-- S rION CITY OF RANCHO CUCAMONGA
WALLS& MOW STRIPSALONG TRACT BOUNDARY T - 5�>�N o `� ,ICH �S M� hffIGHT;DF -,00 o� c'
2. ALL O O 8 NN , � t��f
BE INSTALLED BY TRACT BUILDER. AREA 3 VICTORIA GROVES
TRAILS
Y
_. SOUTH OF TRACT 13058
• _ - _. 0 SCALE 1'=30._0.
--- - CONSTR UCTION PLAN
PREPARED- - PREPARED BY. FOR. - 6- e& _
A04MQVU0 .V it O I
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MORSE CONSULTING GROUP oE.,O�J S. MORSE CONSULTING GROUP p1tCpMMtNOtiO
LYON ^'`�„�•° „•`,A`, ` `s.''"''4s
O°t ,"�°" PLANNING •ENGINEERING*LANDSCAPE ARCHRECT URE """""°`""""°"41m
DR^%" mvm 17140m),7117 PIMA Dow a"a WT
4860 IRVINE BOULEVARD,SUITE#201S.L.S.L. JOB NO. 240--00 4 22
IRVINE,CALIFORNIA 92714-1299 9/teWILLIAM LYON Team "—"--`-
IRVINE (714) 7347117 PALM DESERT ��Z%
�•� •940 A11CMft,AlO St>tITE t ��m �l 3 �� O01RAwir40 No.
- KEY MAP NO SCALE 1tAtNcn0 cucAMoNGA, CALIFORMiA 91730 MAt+s
10"11- L
6 CoNC. MOW STRIP
TYp Ic1>+ INTEIeSP-L1To1d A
5 i
b
BHT C^L - VA4^ 'I' h 15E:HC.R/ GoNc• r^o UGHT
"T" -10 klgT' Gni PRt_r55 SODIUM ►cT�lefr _ �,'° .
MOUNTS ON ^40aIESD tom, E To "7CH f1�5
I I"VuNiING H•�IG ids 5P NG f 85'- I A5 - o•
FLAN ffo►c;,, TRzCT 13422
30' o" T cAL_
900
t + • I ►f _ ' II =� _Q _4 q� _o ' Q Q I�z 9� SEE GROVES
_ C4 BIOLA _STREETSCAPE
tellctPLACE PLANS
SEE GROVES 0 g o 301- dl alol_oN r ,
STREETSCAPE PLANS YOIR 3Z/ INT1_=R\/A T-fT' Co1�1G. MOW 5(Ritmo I
PLA 'f• �,,,, _ , , � �•I^-K
CE t= 1D o�►' N 'T�Ft 51 sf' INT�tes�Grtloty 5
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7z7f-r°� AL.rON I'`IQO5 tE�GIR�I N G I
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RTH
oc , NOTES:
1. FOR CONSTRUCTION NOTES SEE SHEET 3
•
. 2. ALL WALL & MOW STRIP ALONG TRACT BOUNDARY TO
' BE INSTALLED BY TRACT BUILDER.
CONSTRUCTION LEGEND
6'-0" HfGH SLUM BLOCK WALL, SEE
.WALX @ INTERSECTION SLUMP ISLOCK RETAINING WALL, SEE GRADING FLAN.
D•»•••-•b-•»••Q-•• WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN.
-Z "maim MIWA
WROUGHT IRON FENCE WITH SLUMP BLOCK COLUMN OVER SLUMP BLOCK
RETAINING WALL, tFT�
WROUGHT IRON FENCE WITH LOW SLUMP BLOCK WALL
. CONCRETE WALK, TYP. CITY OF RANCHO CUCAMONGA
--••••--- e" CONCRETE MOW STRIP, TYP. ro
� •••••-••-••••----•-•----•• WROUGHT IRON FENCE VICTORIA GROVES
TRAILS
LIGHT, STANDARD SCALE 1`-30'-0' TRACT 13022 - INTERIOR
AREA - PREPARED FOR: CONSTR UCTION PLAN
PREPARED BY. _
n►wwovto ..•
cfry iNolNiow �' w.c.a. no. •21B17
O&A MORSE CONSULTING CROUP ocsioNJ•S• I�MORSE CONSULTINlA
G CROUP AiGOMMENOiO
,
LYON "'`",A,�• • PEM aM
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ELEVATION OF WATER SOURCE (TOP OF CURB) : 432CITY OF RANCHO CUCAMONGA
=LE: ru 30'-0"
METER SIZE: 1-1/2" SERVICE SIZE: 2-1/2-
NAME OF WATER SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT VICTORIA GROVES
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ELEVATION OF WATER SOURCE (TOP OF CURB) : 392 m,,mmemm" L _
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2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA IL IRVINE, CALIFORNIA 92714.1299 JfIe WILLIAM LYON &m aw � cw
90025 (213) 477-6525IRVINE (714) 730"7117 PALM DESERT
woltm raw 11.r $540 ARCMDALD SUITE 8ORAWINe N/o.
KEY-MAP NO SCALE RANCMO CUCAMONGA. CALIFORNIA 91730 �JJ 'FTI-d� l Q oA.s P7/ -1„
0AC.1t COUPLM VALVE
SET FLUSH WITH FINISH
GRADE IN LAWN AREA
i"ABOVE FINISH GRAM � �
Som",am'
ETC. G OTHER AREAS
TO BE
or"
�I PINI SH GRADE SYMBOLS DESCRIPTIONS MANUFAUTURER & PART NO. REFERENCE
PROVDED�!Y DEVELOPER fOE�NALK,CURs,
ETC. LAWN AREAS
1:00
CONTRACTOR VIOLOSURE ill f TO�-+M P.O.C. POINT OF CONNECTION SPECIFICATION
.
Mouwnme SAW INSTALL As sox TO BE PLACED AT RIGHT ANGLE TO It / FIRM GRAS ee PER MANUFACTURERS REOOMMMEN- HARDSCAPE EDGE :�..• �/� SHRUB AREAS 0900590000
PRESSURE SUPPLY LINES I SIZE (2>�" LGR) CLASS 315 PVC SPECIFICATION
DATION lS
: ..
40
12"x 18"PLASTIC BOX AND COVER WITH ' . ••••• ••-•- PRESSURE SUPPLY LINES & SIZE (2" 6 SMLR) SCHEDULE 40 PVC SPECIFICATION
N ECTRC& CONDUIT TO SOURCE LOCK TOP
RL T11Pt ' TO E Ml01IMED BY DEVELOPER t CARL TYPE ExPANStoN tAOP(Mlff. 24") Kt • ;:` •' _•' i STAINLESS STEEL CLAMP �I'+• MON-PRESSURE LINES i SIZE CLASS 200PVC SPECIFICATION
• . . . .
E I
t M MOUNTED INSIDE CONCPEIE POOL -lNSTALL Ir WATERPROOFED WIRE CONNECTION y . • • •.t' CONTROLLER SEQUENCE '
�OM1RE . ABOVE FINISH GRADE AND •.•. . ..�„ . ..„ -
!LOPE CONCRETE AT i%TD DRAW CHRISTY'S I.a TAG(STANDARD) - ••�.�� - - GALLONS PER MINUTE
j SECURE TO SOLENOID NM-PRESSURE 'Fi SIIZE A LENGTH As REQ D 1
PIGTAIL ` ` ..` �`�Y� - LINE FITTING , SCH. 00 PVC NIPPLE REMOTE CONTROL VALVE SIZE
_ ' CONTROL IMINE TO EACN R.C.v , 3
I ooMMON
WIRE 'm ALL RcV.98 DE I e AUTOMATIC CONTROLLERS RAIN BIRO #ISI-24 DETAIt NO.
�iJ IEA AREA
WPM :� � � ICN. 40 PVC
�• PVC LINE PIPE ELBOW SCFt PVC ELBOW ® REMOTE CONTROL VALVES RAIN BIRO ItEFA SERIES DETAIL NO. 2
FINISH GRADE
SH"AREA SOLENOID QUICK COUPLING VALVES RAIN BIRD #33D RC DETAIL NO. 3
. ... PVC SUPPLY SINE to PVC HIPPIE
OW ADJUSTMENT LINNE (SxSxT) SIZE LENGTH AS REQDD
D ® BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO #805 DETAIL NO. 4
�� . ..�. .; :;- r`�• (SxSxA
row ``� a `� =' �� �;.-� GRAVEL FITTING GATE VALVES (LINE SIZE NAMMOND IB631
sRIIH dF �`'~�'' (MIN.3 Cu.FT) fB J DETAIL NO. 5
PVC SCH.40 MALE ADAPTOR PVC SUPPLY LINE Q NEW WATER METER PROVIDED BY DEVELOPER
dECTRIAI VM-WE WRING AT A
(TYPE 2 PLACES)
INTERVALS OF dO.C. ,. PVC LINE PIPE !S PSI DENOTES CITY STATIC WATER PRESSURE
ATE!: PVC ELBOW
PVC SULINE PIPE
FlTTING(Sx3x3) 46T DENOTES TOP OF CURB ELEVATION
1. COMMON WINE TO R WRITE•CONTROL WIRE rD BE SLACK w COLON n�.eSe CITIEIeRr'oE RorED, V M. 40 PVI STREET ELBOW
It. ND sPucEs SHALL BE MADE BETWEEN CONTROLLER Sl REMOTE CONTROL VALVE UNLESS COMMONWIRE --'—
OTHERWISE APPROVED. CONTROL WIRE DENOTES SLEEVE FOR WATER i WIRES 40 PVC (PROVIDED BY DEVELOPER)
—--—
IL CONTROL WNRIW SEQUENCE OOPME:lPONE TO OPERATING SEQUENCE OF REMOTE CONTROL � ARE TO BE�ALL� IN SHRUB AREAS UNLESS ��� NdTEO NOTE: USE TEFLON TAPE {x Z•REDWnoO STAKE � SPRING CHECK VALVES (RISER SIZE) VALCON AOV
VALVES • AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE MMtMATION PLAN FOR ON ALL THREADED (ROUGH )
CORRECT VALVE g0 t: WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA.PROVIDE A SPACE A MIN. OF FITTING
3 FT APART NK 36"LONG OR AS SITE SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 3. USE TEFLON TAPE ON ALL THREADED F TTINGS. REQUIRES
ELECTRICAL PEDESTAL MYERS - MODEL 1 MEUG-1 w/RAIN SM 13C-12 DETAIL NO. 1
TYPICAL ELECTRICAL METER AND CONTROLLER 42*NTYPICAL REMOTE CONTROL VALVE ASSEMBLY TYPICAL QUICK COUPLING VA LV E624
NO SCALE ASSEMBLY JR-e4 = ' NO SCALE ( STRAIGHT TYPE ) JR-85 N° SCALE ASSEMBLY JR-85
f OR AS NOTED
SATE VALVE BRASS NF"_E
TEST COCK(TYPE 2 PLACES) (TVP 5 PLACES) SIDEWALK,CARS,
• 1 ETC.
REDUCED PRESSURE
BACKFLOW PREVENTION Ags ELBOW •: SPR11f(LER
.. •: . •' NOZZLE .
FNESSUWREGULATOR I11M)ND PLIAM BOX•COVER
(AS NOTED ON DRAWING) COVER MARKED:ORt GATE •' �' •
ASS NIPPLE .s st at �c FINISH GRADE
ITRAINER# BRASS UNION jw •sr ./per r x LAWN AREAS ••• POP-UP BOUT' ASSEMBLY
40 o
MESH MONEL s" x (SET FLUSH WITH FINISH
SH GRADE GRADE)
• s. sa SHRUB AREAS
BRASS ELBOW � PVC SCH 40 FIMSH GRADE
ADAPTOR •
BRASS NIPPLE !T' � r - -
CHECK VALVE WHERE NOTED SPMNKLM HEAD I EGM
NDwf1EtI2 -
GATE VALVE—
RELIEF SYMBOLS DESCRIPTIONS MANUFACTURER L PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE
' PORT PRESS[IIE SUPPLY P
FI#HISH
JNE-DISCHARGE " �� O r X 1/4, 1/2 h FULL CIRCLE FLAT SHRUB HEADS RAIN BIRD 1806 8 FLT(SAM) .4,.8,1.5 7' 7' 20 DETAIL NO.6
GRADE LOOSE REV
HOSE BIBS BRASS ELBOW SUPPLY PVC SCN. BO NIPPLE
BRASS PIPE • . LINE (LENGTH AS REQUIRED) V V X 1/4, 1/2 i FULL CIRCLE SRRUB NEAOS RAIN BIRD 1E06 12 (SAM) .5,1.0,2.0 I1' 12' 20 DETAIL N0.6
BRASS PIPE ie a V 1/4, 1/2 S FULL CIRCLE SHRUB READS MIN BIRD 1806 15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL MO.6
FWSS M SUPPLY BRASS ELBOW PEA GRAVEL (s x
PVC TEE OR
INE
LINTAKE ( 2 �' TEE ELBOW LATERAL LINE m 0 O 1/4, 1/2 i FULL CIRCLE LAWN HEADS RAIN BIRO 1804 B12(SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO.7
1; GATE VALVE (SIZE AS NOTED ON DRAWM6) 4) 0 m 1/4, 1/2 1 FULL CIRCLE LAWN HEADS RAIN BIRD 1804 615(SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO.?
PVC MALE
Not'E• ADAPTORS "f' PART CIRCLE LAWN ROTOR HEADS HUNTER PGP ADJ NOZ /5 1.1 t5� 3d 35 DETAIL NO.?
• EQUIPMENT TD E MSTm-L® AIT A MINIMUM OF It FROM V LS,BLDGS,ETC. t'
• WHEN UNITEIS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE '- +�, SCH.40 PVC STREET ELbOwS FULL CIRCLE LAWN ROTOR HEADS HUNTER PGP 360 NOZ 08 L2 25 30� 35 DETAIL NO.?
ON OUTSID .• ALL UNDERGROUND PIPES SMALL BE DOUBLE WRAPPED WITH APPROVED NOTE GATE VALVE SHALL BE INSTALLED N SN1US AREAS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS
TAPE WHEN USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED.
4 TYPICAL BACKFLOW PREVENTER ASSEMBLY TYPICAL GATE VALVE ASSEMBLY TYPICAL SHRUB HEAD ASSEMBLY
NO SCALE (2 1/2" AND SMALLER ) JR-85 NO SCALE ( 2 1/2 AND SMALLER) JR-84 NO SCALE ( FLUSH TYPE) JR-84
r .••' AUTO.CONTROLLER(1G11L MOUNT)
•'•'' INSIDE LE MEUR ENCLOSURE TO BE
IwARLK, ARB, �-»
!TQ 993.)tED ON CONCRET
FOOTING WITH mm•,r BOLTI
• NOZlLE
COLOR CODED Mw FOR
1MLVE LOCATION
op ••: INSIDE(SEE SPEC.)
• _' 0 ALL WIRES SNAIL BE Tim
�'•t -IF Sm AlSEMEY INSIDE HOUSING
i. • (INSTALL PUSH WITH
POW GRADE) S1hTCH O SE PI4VIDED
�• oolCONTRACTOR(TIP BHEAKER NOT
LOCATED NEAR CONTROLLER)
FOOTING(INSTALL >rMK
ABOVE GRADE AND SLOPE OONCRM
0 ff 2% TO DRAM
1>4w GRYtOE Cin VALVE VIIIERE NOTED
i
Tt
SUP WN. .o CITY OF RAN
SIZE AS REQUIRED RANCHO CUCAMONGA
EL.IX TRICAll cONOtUT 10 SOURCE
PIC SICM.40111WEET ELBOIr PROVIDED BY DEVELOPER
VICTORIA GROVES
Vc sm 40 a-B°r' a.ecTRICAL (vft Von"Afle TRAILS
INTERVALS OF 12 O.C.)
/I!:SAI.GO 151PPLF(SQE AE fI�PVC LONG
SOUTH OF TRACT 13057 TRACT 13058—INTERIOR
/rC T!E SQUIRED)M FINAL POSITION SWEEP ELBOW
I common WwE To ALL R %ft TRACT 13022—INTERIOR-SOUTH OF TRACT 1 058
BESET IRI 0 LL E SMAAT A
dDO'W 45•AN" I CONTROL WINE TO EACH RC.11
IRRIGATION DETAILS
JIM: CONTROL WIMNG(MG.uE 014 MIX.) PREPARED B Y: PR EPA R ED FOR: ��• s'
OATU —
Ap"wovto my .Z/�! 7
PVC
SM.40STREET B-� • COMMON WIRE 10 SE WHITE AND CONTROL WWTO SE SLACK M COLOR UNLESS ary E NorNt�Ew w.c.t. No.
OTHERWISE NOTED.
• NO SPLICESENL SwOL BE MADE APPROVER OONTi10LLER AND REMOTE CONTROL
OES��N OIECOMMENOtO
VALVE UNLESS OTHERWISE APPROVED • MORSE CONSULTING GROUP �.,�„�,�. . �,�,, ��om4s
LYON A'''C'
MORSE CONSULT7NC GROUP
• CONTROL WALV SEQUENCE O ATTIC CONTROLLER
10 REMOTE PLANMM 0 LANDSCAPE ARCH I Gt./EIR wvw.cuAh0W"l 1411
LATERAL Lil11E (SIZE AS NOTED ON oRAV►11M8) Q ow•,wH � as«n.pill �.u�a�uT •r+tET
CONTROL VALVES AND AUTOMATIC CONTROLLER UNIT. (AS ON DRAWING)
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TURF
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SYMBOL KEY BOTANICAL NAME COMMON NAME SYM90L KEY 80TANCAL NAME COMMON NAME -'
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0 DB DISTICTIS BUCCINATORIA BLOODRED TRUMPET VINE
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INERMIS 'SUN8UR5T'
SYMBOL BOTANICAL NAME 'COMMON NAME'
JM JACARANDA MIMOSIFOLIA JACARANDA HYDROSEED MIX GROUNDCOVER
LI LAGERSTROEMIA INDICA CRAPE MYRTLE • =.' •' HYDROSEED-MIX TURF
LS LIQUIDAMBAR STYRACIFLUA SWEET GUM
• PE PINUS ELDARICA MONDEL PINE
PA PLATANUS ACERI FOLIA LONDON FI- ANE '1 RM
&PC PRUNUS CAMPANULATA TAIWAN FLOWERING CHERRY
( ® r— QK QUERCUS KELOGII CALIFORNIA BLACK OAK
"PURPLE ROBE"
. CITY OF RANCHO CUCAMONGA
VICTORIA GROVES
` TRAILS
---� SCALe r-30'-0' TRACT 13058 - INTERIOR
TREE, VINE, & GROUND COVER PLAN
PREPARED BY: PREPARED FOR: DAM
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SYMINX BOTANICAL NAME COMMON NAME _ TRAILS
SCALA 1'-30r-p- ' SOUTH -OF TRACT 13058 .
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,46 EN EUCALYPTUS NICHOLII NICHOL'S WILLOW LEAFED
PEPPERMINT ® MU MACFADYENA UNGUIS-CATI CATS CLAW
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GROUNDCOVER LEGEND
PR "JAIll RACEH05A CALIFORNI t '.SYCAMORE
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VICTORIA GROVES
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............ AVOM
FOR TRAIL CONTINUATION
SEE SHEET 17
SHRUB LEGEND
SYMBOL KEY 130TANtCAL NAME COMMON NAME
(D- AG A13ELIA GRANDIFLORA GLOSSY ABELIA
AA AGAPANTHUS AFRICANUS LILY OF THE NILE
Ig -- BC BOUGAINVILLEABOUGAINVILLEA
"CHERRY BLOSSOM*
7
IL
CT CALLIANDRA TWEEDII TRINADAD FLAME BUSH
....... DVP DODONEA VISCOSA PURPUREA PURPLE HOP BUSH
Z Malo"OL Pmw
%
ep: MCALLONIA MRAMS1 I 'REV ESCALLONIA
ELF
ED IL
HS HEMEROCALLIS SPP. DAY LILY ---i.r
Y'
LS LANTANA *SPREADING SUNSHINE'• KEY MAP NO SCALE
0 • • • PF PHOTINIA FRASERI PHOTINIA
•
C5 PT PITTOSPORUM TOBIRA TOBIRA
PS PYRACANTHA "SANTA CRUZ" FIRETHORN
8- RE RAPHIOLEPIS 'ENCHANTRESS INDIA HAWTHORN
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VICTORIA GROVES
1. SEE SHEET 12 THROUGH 16 FOR TREE, VINE & GROUNDCOVER PLANTING. TRAILS
TREES INDICATED ON THIS SHEET ARE DIAGRAMATIC ONLY. I SOUTH OF TRACT 13057
2. FOR PLANTING NOTE'9-SEE SHEET 20. --' SCALE: 1'-30'-0' SHRUB PLANTING PLAN
PREPARED BY: PREPARED FOR: -.% a►TM
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PLANMNG 4W OYM 20LAXN AMD ftwn am
0 ENGIIVEFRNG 0 LANDSCAPE ARCHnECT LIRE
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SHRUB LEGEND
SYMBM KEY BOTANICAL NAME COMMON NAME
Q AG ABELIA GRANDIFLORA GLOSSY ABELIA
"EDWgRD 600CHER"
AA AGAPANTHUS AFRICANUS LILY OF THE NILE
�--- BC BOUGAINVILLEA BOUCAINVILLEA
"CHERRY BLOSSOM"
C CT CALLIANDRA TWEEDII TRINADAD FLAME BUSH
O DVP DODONEA VISCOSA PURPUREA PURPLE HOP BUSH
(� CF 'E5CALL09IA FRADE5111RED ESCALLONIA.
HS HEMEROCALLIS SPP. DAY LILY
+O LS LANTANA "SPREADING SUNSHINE"
PF PHOTINIA FRASERI PHOTINIA
PT PITTOSPORUM TOBIRA TOBIRA
Q PS PYRAC,,ANTHA "SANTA CRUZ" FIRETHORN
E}+ RE RAPHIOLEPIS "ENCHANTRESS INDIA HAWTHORN
0 XC XYLOSMA CONGESTUM
NOTE
1. SEE SHEET 12 THROUGH 15 FOR TREE, VINE & GROUNDCOVER
PLANTING. TREES INDICATED ON THIS SHEET ARE DIAGRAMATIC ONLY.
2• .FOR PLANTING NOTES SEE SHEET 20.
. CITY OF RANCHO CUCAMONGA
VICTORIA GROVES
WIN TRAILS
.. TRACT 13058 - INTERIOR
SCALE: V-30'-0' SHRUB PLANTING PLAN '
PREPARED BY: PREPARED FOR: s
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, MO AL PAON31, PLA MWNG .ENGIN ERiNG•LANDSCAPEARCH LYON
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IRVINE.CALIFORNIA 92714-1299 JG WILLIAM LYON Team Q/Ni1
IRVINE (714) 730 7117 PALM DESERT �'
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KEY MAP NO SCALE
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SHRUB LEGEM, �c .
SYMDOL KEY DOTANICAL NAME COMMON NAME SCHOOL SITE
Q AG ABBEE�LIIAA CRAN�DHFORA GLOSSY ABELIA
d 9 AA ACAPANTHUS AFRICANUS LILY OF THE NfLE
NOTE
�►}--- SC BOUGAINVILLEA BOUCAINVILLEA a .
"CHERRY BLOSSOM" t FOR PLANTM LEGEND S NOTES SEE SHEET 20. CITY OF RANCHO CUCAMONGA
C� CT CALLIANDRA TWEEDII TRINAQAD FLAME BUSH _
DODONEA VISCOSA PURPUREA PURPL
DVP HOP E SH SEE SHEET 12 THROUGH 15 FOR TREE, VE S GROUNDCOVER PL.ANTWO.
® BUVINE
INDICATED ON THIS SHEET ARE DIAGRAMATIC ONLY. VICTORIA GROVES
EF ESC:A�LLON IAL F9AI M I i ' RED E SCALLAN IA
TRAILS
SOUTH OF TRACT 13058
HS HEMEROCALLM SPP. DAY LILY - SCALE l*m3W-O* SHRUB PLANTING PLAN .
Q LS LANTANA "SPREADING SUNSHINE" _ : PREPARED BY: PREPARED FOR:
cmwQ� PF PHOTINIA FRASERI PHOTINIA _ � _i we . 02
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FT PITTOSPORUM TO8MA TOBIRA
M RSE CONSULTING GROUP c"lo~ /�•M,�ESL, , �,
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IRVINE,CAUFORNIA 92714-1299 XwWILLIAM LYON 4�m J.F. .. lw __._._
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SHRUB LEGEND
Nm SYMBOL KEY BOTANICAL NAME CION NAME
ABELIA GRANDIFLORA GLOSSY ABELIA
1 • .SEE SHEET 12 THROUGH 15 FOR TREE, VINE S GROUNDCOVER PLANTING. 0 AG 0EDWIITD .
TREES INDICATED ON THIS SHEET ARE DIAGRAMATIC ONLY. CPA AA ACAPANTHUS AFRICANUS LILY OF THE NILE
FOR PLANTING NOTES SEE SHEET 2M BC BOUGAINVILLEA BOUGAINVILLEA
"CHERRY BLOSSOM"
C CT CALLIANDRA TWEEDII TRINADAD FLAME BUSH
Qi DVP DODONEA VISCOSA PURPUREA PURPLE HOP BUSH
0-'EF E5CALL0410N FRADESII baCAL.LONIA
• BRED ELF�
"'e"mNMI edb HS HEMEROCALLIS SPP. DAY LILY
+O LS LANTANA "SPREADING SUNSHINE"
a AR
PF PHOTINIA FRASERI PHOTINIA
W
PT PiTTOSPORUM TOBIRA TOBIRA CITY OF RANCHO CUCAMONGA
PS PYRACANTHA "SANTA CRUZ" FIRETHORN VICTORIA GROVES
RE RAPHIOLEPIS "ENCHANTRESS INDIA HAWTHORN TRAILS,
XC XYLOSMA CONGESTUM TRACT 13022 — INTERIOR
_ - Q
SCALE: 1'-30'-0' SHRUB PLANTING PLAN
= PREPARED BY: PREPARED FOR: _
calm — —
APVWOVWO WV
CITY tNel"mm Q.C.t. NO1 17.
MORSE CONSUL TING GROUP cm`"'" 16FMORSE CONSUL77NG GROUP "`�M`~o`o
LYON IS. rH.�,�. eL4AMW,,Pr,�,� LNO�
W� PAM PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE —:vm �WTI.I �
D.1AWN .r.[ .ri.,isnn ►ar°nnT 004SKT
4860 IRVINE BOULEVARD,SUITE#201 ��' (D J F°S JD8 M 240-00 19 22
IRVINE,CALIFORNIA 92714.1299 _/fII±e WILLIAM LYON'em m u;nr'` "`-
IRVINE (714) 730.7117 PALM DESERT U
(' 8540 ARCMTSALD 8U1TE 8 o c c� oRnw�� rro
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LANDSCAPE SPECiFICAT10NS PLANTING LEGEND:
-- 1. THE FOLLOWING ARE MINIMUM 'REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES !SHALL BE PLANTED A MINIMUM OF 31-0" FROM WALLS, BUILDINGS, TREES:
AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED
BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. SYMBOL_ KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS
TF�-ls PL�IJ
2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE
MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. 'I FZE5 Z4" BCK SM OR UW6BR 5RAU M 0TAC GtVl B`( LAND. f►RC:1iIT6GT.
LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED.
i!.T 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY"
3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. + BV BAUHINIA VARIEGATA PURPLE ORCHID TREE 15 GAL.
� PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK
AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY
jr, DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION.
-� O EN EUCALYPTUS NICHOLII NICHOL'S WILLOW LEAFED 15 GAL.
4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WiTHiN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 PEPPERMINT
GUY WIM5 -v m No OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT.
G TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE O EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 13" ., SEE PLAN FOR SIZE
GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR
7C GlKcuLA71014 ?0A7tf • MANNER WITH A MINIMUM RADIUS OF T TYPICAL. GP GEIJERA PARVIFLORA AUSTRAILIAN WILLOW 15 GAL.
Pv" - S. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION,
MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL 0 GT CLEDITSIA TRIACANTHOS HONEY LOCUST 15 GAL. YELLOW FALL FOLIAGE
AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. INERMIS 15UNBURSTl
ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER
CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND
2� p� TO DRAIN AWAY FROM WALLS. DRIVEWAY LOCATIONS.
JM JACARANDA MIMOSIFOLIA JACARANDA 24" BOX BLUE FLOWERS
i. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED i0. ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS
24" BOX � SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD PER DETAIL. *iLPI
I LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. PINK FLOWERS, DAIRK NK, PURPLE
AND BE REMOVED TO A MINIMUM OF SIX INCH DEPTH.
21. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS LS LIQUIDAMBAR STYRACIFLUA SWEET GUM2f"_BOX'_ SEE PLAN FOR SIZE
7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE &�� .
COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS ° PE PINUS ELDAR ICA MONDEL PINE 15 GAL. & 24" BOX SEE PLAN FOR SIZE
FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOILS AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO
REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PR PLATENUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL. & 24" BOX SEE PLAN FOR SIZE
PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING
THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND •e- PC PRUNUS CAMPANULATA TAIWAN FLOWERING CHERRY 15 GAL. PINK FLOWERS
EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH UPKEEP.
OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT 6 QK QUERCUS KELOGII CALIFORNIA BLACK OAK 15 GAL.
i .. AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL
IX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF
THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN Rp -gs811+I�4 �E6���4E+464�4- F4"P4=l`•ROSE-60G61ST 45W&JO
100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. "PUR•R6F
�Q LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE
i PARTS BY VOLUME ONSITE SCREENED SOIL PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT
J4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 18 DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE SHRUBS:
`/ 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX COVERAGE REQUIRED.
2 LBS. IRON SULFATE PER CU. YD. OF MIX SYMBOL KEY 190TAMCAL NAME COMMON NAME SIZE REMARKS
THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF O AG ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL. WHITE FLOWERS
I ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD 'EDWARD GO CHER"
�. PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. CSS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. BLUE & WHITE FLOWERS
X PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION
ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE OF MAINTENANCE PERIOD. �-- BC BOUGAINVILLEA BOUGAINVILLEA 5 GAL. RED FLOWERS
DECREASED. "CHERRY BLOSSOM"
8. HYDROSEEDING EQUIPMENT CT CALLIANDRA TWEEDII TRINADAD FLAME BUSH 5'GAL. RED FLOWERS
' 23. TURF HYDROSEED MIX:
USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH SEED: 90 % FALCON FESCUE • DVP DODONEA VISCOSA PURPUREA PURPLE HOP BUSH 5 GAL.
AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND 10 % MERIT KENTUCKY BLUE O
HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 AT APPLICATION RATE 12 LBS. PER 1,100 SQ FT. -
LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES ANDESCA
E
CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE I; ESCALLONIA PPAM51I I RED L LONIA 5 GAL.
SOLIDS FOR EACH 100 GALLONS OF WATER. M BINDER SOILS STABILENT 60 GALLONS PER ACRE.
15 GAL. TREE 12-12-12 COMMERCIAL FERILIZER AT 300 LBS. PER ACRE.
HS HEMEROCALLIS SPP. DAY LILY 1 GAL. YELLOW,GOLD, RED MIX
_ 9. HYDROSEEDING
A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER 24. GROUND COVER HYDROSEED MIX: tQ LS LANTANA "SPREADING SUNSHINE" 5 GAL. BRIGHT YELLOW FLOWERS
• MULCH. SEED: LBS/ACRE- PURITY GERMINATION
B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED LOTUS KALO 8 95 % 85 % PF PHOTINIA FRASERI PHOTINIA 5 GAL.
AND WATERED AS SPECIFIED. GAILLARDIA ARISTATA 2 95 % 75 %
C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX GAZANIA SPLENDENS 8 70 % 85 % �} PT PITTOSPORUM TOBiRA TOBIRA 5 CAL.
• ESCHOLZIA CALIFORNIA ! 95 % 75 %
COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES
23 do 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE "MISSION BELLS" O PS PYRACANTHA "SANTA CRUZ" FIRETHORN S CAL. WHITE FLOWERS, RED BERRIES
ALYSSUM 3 9S % N %
AND AS APPROVED. "CARPET OF SNOW'" ----- RE RAPHIOLEPIS "ENCHANTRESS INDIA HAWTHORN 5 GAL. PINK FLOWERS
�t 'lr0 1. _"• % 70 %
18. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS LUPINUS NANUS Z 95
h _ REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST O'CONNORS LEGUME S 9e % 85 9i6 Q XC XYLOSMA CONGESTUM 5 GAL.
TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW
I �! IS REQUIRED. VINES:PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY
j�� - 7 LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL.
BOTANICALC� 2 SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS
!.z 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON
THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. ® CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE 5 GAL. REMOVE FROM STAKE
5 GAL. TREES: SINGLE STAKED PER DETAIL.
FASTEN TO WALL
15 GAL. TREES: DOUBLE STAKED PER DETAIL.
24" BOX OR LARGER TREE: GUYED PER DETAIL. DB DISTICTIS BUCCINATORIA BLOODRED TRUMPET VINE 5 GAL. REMOVE FROM STAKE
FASTEN TO WALL
�cr,P+u- HIX
• FP FICUS PUMILA CREEPING FIG 5 GAL. REMOVE FROM STAKE
F
FASTEN TO WALL 2xZ1ME5 t t R OF R0o'TPsllSU.
{� ® MU MACFADYENA UNGUIS-CATI CATS CLAW 5 GAL. REMOVE FROM STAKE
v FASTEN TO WALL
GROUNDCOVER:
5 GAL TREE
SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS
HYDROSEED MIX GROUNDCOVER --- SEE SPECIFICATIONS
HYDROSEED MIX 'TURF --- SEE SPECIFICATIONS
ATE T APrROVIV
H ALL ILPF CRY OF RANCHO CUCAMONGA
PH15H GSE VICTORIA GROVES
TRAILS
x ParlJ4 LANDSCAPE DETAILS, LEGEND, i SPECIFICATIONS
I PREPARED BY: PREPARED FOR: 4
f CITY 90401 ma. 6( w.c.t. No.� -
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MORSE CONSULTING GROUP S.L. Pw ftAN�E *�AffA
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IRVINE,CAUFORNIA 92714.1299 R'ILIaIAM LYON 7�am a,N r -
MVINE (714) 730.7117 PALM DESERT �!os dC
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RANCMO CUCAMONGA, CALWORNIA 91130 SAW
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IRRIGATION SPECIFICATIONS
4. Before the fate of the ftoal sits rev ten, the Contractor shall 4. Apprar oval of any item as a substitution or alternate is far design 3. All p.v.c. pips mast bethe following mlarkings:
IRRIP.ATId1t1 �► - - - - transfer all Information from the Mas-built" s to a rints to lonly, based on information or samples provided b the Contractor.
p � mylar y � p y a. Manufacturer's name
PART 1 - .FNFRAI or similar mylar material procured from the Architect. All work shall
be in waterproof India ink and applied to the mylar by a technical pen 5. Contractor shall be responsible for the total performance of such b. Nominal pipe size
made expressly for use on mylar material . Such pen shall be similar substitution to equal or surpass the original in every respect.
1 .01 DESCRIPTION to those manufactured by Rapidograph, Kueffel d Esser, or Faber
Castell . The dimensions shall be made so as to be easily readable 6. if the substitution proves to be unsatisfactory in the opinion of the c. Schedule or class
A. Scope of Work: Provide all labor, materials, transportation, and services
necessary to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1 .03-C). The original Architect, Contractor shall remove such work and replace it with
mylar "as-built" plan shall be submitted to the Architect for approval originally specified Item ( including installation) as part of the work d. Pressure rating in A.S.T. (not required on drip tubing)
drawings and described herein. prior to the making of controller chart. of this section. s. NSF (National Sanitation Foundation) approval (not required on
1.02 QUALITY ASSURANCE d REQUIREMENTS 5. The Contractor shall dimension from two permanent points of reference, 8. The Architect shall have the sole responsibility for accepting or rejecting drip tubing)
A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location any substituted item as an approved equal to equipment and materials listed
permits and all inspections as required.
of the following items: on the Irrigation drawings and specifications. f. Date of extrusion
B. Manufacturers Directions: Manufacturers directions and detailed drawings a• Connection to existing water lines. 1.05 GUARANTEE 4. Solvent cement and primer for p.v.c. solvent-weld pipe and fittings
shall be of type and installatlon method prescribed by the
shall be followed in all cases where the manufacturers of articles used In
this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical poser. A. The guarantee for the sprinkler irrigation system shall be weft In manufacturer.
and specifications. accordance with the following form. The general conditions and g• Copper P1 b Fittings:
p Co Gate valves. supplementary conditions of these specifications shall be flied with the opP Ps 9
C. Ordinances and Regulations: All local, municipal and state laws, and rules Owner or his representative prior to acceptance of the irrigation system.
a
and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines . Pips: Type K, hard tempered
hereby incorporated into and made a part of these specifications, and their (dimension max. 100: along routing) B. A copy of the guarantee form shall be included in "a operations and
maintenance manual. b. Fittings: wrought copper, solder joint type
provisions shall be carried out by the contractor. Anything contained in
Sl
these specifications shall not be construed to conflict with any of "a e. Sprinkler control valves.
C. The guarantee form shall be retyped onto the Contractor's letterhead and Co Joints shall be soldered with silver solder, 45% silver, 19%
above rules and regulations or requirements of the same. However, when
f
these specifications and drawings call for or describe materials, . Routing of control wiring. contain the following information: copper, 16% zinc, 24% cadmium, solidus at 1125 F. and Itquidus at
1145 F.
workmanship, or construction of a better quality, higher standard, or
larger size than Is required by the above rules and regulations, the g• Quick coupling valves. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
6. Brass Pipe 6 Fittings:
provisions of these specifications and drawings shall take precedence.
h. Other related equipment as directed by the Architect. We hereby guarantee that the sprinkler irrigation system we have furnished
and installed is free from defects in materials and workmanship, and the a. Brass pipe shall be 85% red brass, American National Standard
D. Superintendent: 6. On or before the date of the final site review, the Contractor sh allP g p Institute (ANSI), Schedule 40 "screwed pipe.
work has been completed to accordance with the drawings and s ec•iftcatlons,
1 . A su erintedent satisfactory to the Owner's Representative shad be deliver the corrected and completed sepias to the Architect. Delivery ordinary wear and tear and unusual abuse or neglect excepted. We agree to
P rY eP of the sepias will not relieve the Contractor of the responsibility of repair or replace any defects in material or workmanship which may develop b. Fittings shall be medium brass, screwed 125 pound class.
present on the site at all times during progress of the work. furnishing required information that may be omitted from the prints. during the period of one year from the date of acceptance and also to
2. The Superintendent shall not be changed except with the consent of the repair or replace any damage resulting from the repairing or replacing of 2.03 ELECTRICAL (HIGH VOLTAGE)
C. Controller Charts: such defects at no additional cost to the Owner. We shall make such
Owner's Representative. repairs or replacements within a reasonable time, as determined by the A. All high voltage electrical service required for automatic controller and
3. The Superintendent shall be authorized to represent the Contractor. 1 . As-built drawings shall be approved by the Architect before controller Owner, after receipt of written notice. In the event of our failure to other equipment noted on drawing for irrigation system will be provided by
charts are prepared. make such repairs or replacements within a reasonable time after receipt of others. Irrigation Contractor shall make final connection to automatic
E. Explanation of Drawings: written notice from Owner, we authorize the Owner to proceed to have said controller.
2. Provide one controller chart for each controller supplied. repairs or replacements made at our expense and we will pay the costs and
1 . Due to the scale of drawings, it is not possible to Tndicats all charges therefore upon demand. B. Provide approved type enclosure for meter, similar to that manufactured by
Myers Electrical Products, Inc. (213) 724-0450, model as spec If led on
offsets, fittings, sleeves, etc., which may be required. The 3. The chart shall mshowaxi the area controlled by the automatic controller drawing. Enclosure shall be of adequate size to house automatic controller
contractor shall carefully investigate the structural and finished and shall be the maximum size which the controller door will allow. PROJECT:
conditions affecting all of his work and plan his work accordingly, specified on drawing. Enclosure shall be zinc coated steel, minimum 12
4. The chart is to be a reduced drawing of the actual as-built system, o LOCATION: gauge thickness. Cabinet shall be protected against corrosion in
furnishing such fittings, etc., as may be required to meet such g Y • f
a maximum size that will fit Inside controller housing, double sided accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers
conditions. Drawings, are generally diagrammatic and indicative of
If required for readability. to be minimum 14 gauge steel and shall have padlocking provisions.
the work to be installed. The work shall be installed in such a Deadfront shall be a hinged type, 16 gauge minimum, and shall not require
manner as to avoid conflicts between irrigation systems, planting and 5. The chart shall be a biackiIna or bluellne ozalId print and a
SIGNED:
the use of installation or servicing. All factory installed components
different color shall be used to indicate the area of coverage for
architectural features. shall be U.L. listed. All factory installed conductors shall be copper,
each station, using pastel or transparent colors. ADDRESS: size and type to conform to NEC and U.L. requirements. Enclosure shall be
2. The word Architect as used herein shall refer to the Owner's furnished with a detachable sub-base with 1/2 Inch diameter bolts.
authorized representative. 6. When completed and approved, the chart shall be hermetically sealed Mounting bolts shall not be visible outside the enclosure after
between two pieces of plastic, each place being a minimum 20 ml Is. installation on sub-base. Enclosure finish shall consist of one coat zinc
3. All work called for on the drawings by notes or details shall be PHONE: chromate primer and two coats baked enamel paint. Finish shall conform to
furnished and installed whether or not specifically mentioned in the 7. These charts shall be completed and approved prior to final acceptance California Department of Transportation Specifications, Section 86-2.16.
specifications. of the irrigation system. DATE OF ACCEPTANCE: Color of paint shall be color number 14672 of Federal Specification 595.
4. The Contractor shall not willfully install the irrigation system as D. Operation and Maintenance Manua Isi C. Electrical equipment installed outside building shall be NEMA 4 type.
shown on the drawings when it is obvious in the field that
obstructions, grade differences or discrepancies in area dimensions I. Prepare and deliver to the Architect within 10 calendar days prior to D. All connections between electrical services and equipment ail in rigid
exist that might not have been considered in engineering. Such completion of construction, two hard cover binders with three rings galvanized electrical conduit, with conduit and wiring sizea as required.
obstructions or differences should be brought to the attention of the containing the following information:
Owner's authorized representative. In the event this notification is PART 2 - Pltt�[1r✓TS
not performed, the irrigation contractor shall assume full a. Index sheet stating Contractor's address and telephone number, 2.01 MATERIALS
responsibility for any revision necessary. list of equipment with name and addresses of local manufacturerts 2.04 ELECTRICAL (LOW VOLTAGE)
representative. A. General: Use only new materials of brands and types not on drawings,
5. Work of this Section which Is allied with the work of other trades A. Connections between controller and remote control valves shall be made with '
shall be coordinated as necessary. b. Catalog and part shoots on every material and equipment installed specified herein, or approved equals. direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 inch,
under this contract. 2.02 PIPE 3 FITTINGS utilizing low density high molecular weight polyethylene insulation.
F. Underwriters Laboratories: Electrical wiring, controls, motors, and
devices shall be U.L. listed, and so labeled. Co Guarantee statement. A. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger shall B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-Tite
be p.v.c. class 315 solvent weld type or (as a contractor option) rubber Connectors or fusable heat shrinking tubing, and housed in a box. Boxes
1 .03 SUBMITTALS d. Complete operating and matntenance Instruction on all major gasket type, unless otherwise noted on drawing. for other irrigation use may be utilized for this purpose.
equipment.
A. Material List: B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be C. Wire sizing shall be as noted on drawing. Where the use of cable wiring is
2. In addition to the above mentioned maintenance manuals, provide the Schedule 40 p.v.c. P g noted, it shall be type "UF" 600 volt underground cable, equipped with the
1 . The Contractor shall furnish the articles, equipment, materials, or Owner's maintenance personnel with instructions for major equipment number of control wires noted on drawing. All control wires shall be 118,
processes specified by name in the drawings and specifications. No and show evidence in writing to the Architect at the conclusion of the C. port-pressure lines shall be p.v.c. class 200. with the common wire 114 white, and all others a different color.
substitution will be allowed without prior written approval by the project that this service has been rendered.
Architect. 0. All pipe and fittings shall conform to specific requirements as follows: 2.05 GATE VALVES
2. Complete material list shall be submitted prior to performing any E. Equipment to be Furnished:
work. Material list shall Include the manufacturer, model number and 1 . P.Y.C. (Solvent Weld or Rubber basket) A. 3 inches and smaller (unless otherwise noted on Drawings): ASTM 862 brass
body, 150 pound saturated steam rated; with screwed joints; non-rising
description of all materials and equipment to be used. 1 . Supply as part of this contract the following tools: a. Pipe: Manufactured from virgin polyvinyl chloride compound In stem; screwed bonnet, solid disc. Provide with handwheel .
3. Equipment or materials installed or furnished without prior approval a. Two sets of special tools required for removing, disassembling accordance with ASTM D 1784 or ASTM D 2241 , cell classification
of the Architect may be rejected and the Contractor required to remove and adjusting each type of sprinkler and valve supplied on this 1245413, hydrostatic design stress rating not less than 2,000
such materials from the site at his own expense. project. p.s' l.
4. Approval of any Item, alternate or substitute indicates only that the b. Two keys for opening valve boxes. b. Fittings (solvent weld or thread): Standard weight, schedule 40,
product or products apparently meet the requirements of the drawings side gated, injection molded p.v.c. complying with ASTM D 1784,
and specifications on the basis of the information or samples Co One 36 inch sotii probe, Oakfield Model B. cell classification 13454B, including threads when required.
submitted. d. Two keys for each automatic controller. c. Fittings (rubber gasket): Schedule 40 injection threaded outlets
5. Manufactures warranties shall not relieve the Contractor of his shall be required, with stainless steel bands and support
liability under the guarantee. Such warranties shall only supplement a• One quick-coupler key and matching hose swivel and globe valve gussets. All tees and ells supported with an angle brace as a
the guarantee. for every five, or fraction thereof, valves installed. part of fitting. Similar in all respects to those manufactured by
9 Flo-Seal, installed in full accordance with manufacturer
2. The above mentioned equipment shall be turned over to the Owner at the recommendations.
B. Record and As-Built Drawings: conclusion of the project. Before final acceptance can occur,
" evidence that the Owner has received material must be shown to the 2. P.v.c. Nipples shall be schedule 80 with molded threads.
1 . The Contractor shall provide and keep up to date and complete as-
built" record set of blue-line ozaiid prints which shall be corrected Architect. l
dally and show every change from the original drawings and
specifications and the exact "as-built" locations, sizes, and kinds of 1.04 PRODUCT DELIVERY, STORAGE AND HANOLIN6
oAriE I A"NOVED
equipment. Prints for these purposes may be obtained from the A Handling of P.V.C. Pi and Fittin s
Architect at costa This set of drawings shall be kept on the site and ng Pe g s The Contractor is cautioned CITY O F RANCHO C UC A M O N G A
shall be used only as a record set. exercise care in handling, loading, unloading, and storing of p.v.c. pipe
and fittings. All p.v.c. pipe shall be transported in a vehicle which
allows the length of pipe -ro lie flat so as not to subject it to undue VICTORIA GROVES
2. These drawings shall also serve as work progress sheets and shall be bending or concentrated external load at any point. Any section of pipe
the basis for measurement and payment for work completed. These
drawings shall be available at all times for site reviews and shall be that has been dented or damaged will be discarded and, if installed, shall TRAILS
be replaced with new piping.
kept to a location designated by the Architect. Should the record
bluellne as-built progress sheets not be available for review or not 1.05 SUBSTITUTIONS
up to date at the time of any site reviews (refer to Section 3.02-8-3
- Observation Schedule), It will be assumed no work has been completed A. If the Irrigation Contractor wishes to substitute any equipment or IRRIGATION SPECIFICATIONS
and the Contractor will be assessed the cost of that site visit at the PREPARED FOR:
current billing rate of the Architect. No other inspections shall materials for those equipment or materials listed on the irrigationPR E PA R ED B Y:
drawings and specifications, he may do so by providing the following
take place prior to payment of that assessment. information to the Architect for approval :
3. The Contractor shall make neat and legible notations on the as-bu I I t oes�oN AEr_oMMEND.c
progress sheets daily as the work proceeds, showing the work as 1. Provide a statement indicating the reason for making the substitution MORSE CONSULTING CROUP A.I.C. A&MORSECONSUL77NG GROUP
actually installed. For example, should a piece of equipment be Use a separate sheet of paper far each Item to be substituted. LYON n0- c•u�uc.
Installed in a location that does not match the Ian the Contractor PWPLANNING •ENGINEERNNG•LANDSCAPEARCNi MVRE "'°' _(^LAP00 `,""°7141M '
plan, DRAWN � •vr._[/1��u+.aTi.�s• riurwuT i►�EET
must indicate that equipment has been relocated in a graphic manner so (p
2. Provide descriptive catalog literature, performance charts and f I A C JOB NO. 240-00 21 22
charts for each item to be substituted 4860 IRVINE BOULEVARD,SUITE X01 �j6 W ILLIAM LYON Teom an �f
as to match the original symbols as indicated in the irrigation IRVINE,CALIFORNIA 92714-1299 � � CW
legend. The relocated equipment and dimensions wi I 1 then be 3. Provide the amount of cost savings if the substituted Item i IRVINE (714) 730-7117 PALM DESERT ' �! e„acx� O..AW,rua rrc.
transferred to the original as-bu i I t plan at the proper time. es 4o ARCMilALo SUITE a � " //-
approved. RANCHO CUCAMON(iA. CAIiFORlItA 91780 A.I.C.
OA,.
2.06 QUICK COUPLING VALVES B. Observation Schedule: 2. Coordinate Installation of piping and wires unser paved areas with B. Testing of Irrigation System:
General Contractor.
A. Two piece type brass body, 150 pound class, with 3/4 inch female threads 1 . Contractor shall be responsible for notlfying the Architect in advance
I . Test all pressure lines under hydrostatic pressure of 150 pounds per
opening at base, permitting operation with a special connecting device for the following observation meetings, according to the time E. Assemblies:
square inch, and prove watertight.
(coupler) designed for this purpose. indicated: 1 . Routing of sprinkler Irrigation lines as indicated on the drawings is 2 Testin of
1 . Coupler threads: i a. Pre-Job conference - 7 days diagrammatic. Install Imes (and various assemblies) in such a manner 9 pressure main lines shall sour prior to Installation t of
electric control valves, quidk couplers or any other equipment that
p � type to conform with the details per plans. might prevent a proper test from being performed.
2. Hinge cover: Provide with rubber-like vinyl cover. b. Pressure supply line Installation am testing - 48 hours 2, install NO multiple assemblies in plastic lines. Provide each 3
c. Automatic controller installation - 48 hours assembly with its own outlet. All piping under paved areas shall be tested under hydrostatic
•.07 CHECK VALVES pressure of 150 pounds per square inch, and proved watertight, prior
d. Control wire Instal lotion - 48 hours 3. Install all assemblies specified herein in accordance with respective
to paving.
A. Swing check valve, 2 Inches and smaller on non-pressure lines: bronze or detail . In absence of detail drawings or specification pertaining to 4. Sustain pressure in Imes for not fess than 2 hours,
plastic construction, 100 pound s.w.p. female i.p.s. e. Lateral tine and sprinkler installation - 48 hours specific Items required to complete work, perform such work in develop, If leaks
accordance with best standard practice, with replace Joints and repeat test until entire system is proven
p , prior approval frau watertight.
B. Antidrain valve: plastic construction, with soft composition disc, f. Coverage test - 48 hours Architect.
stainless steel Internal parts. Spring tension adjustable from 4 p.s. i. to S. All hydrostatic tests shall be made only in the presence of the
15 p.s. 1 Valve may be an Integral part of sprinkler head. g. Final site review - 7 days 4. P.v.c. pipe and fittings shall be thoroughly cleaned ofdirt, dust and Architect, or other duly authorized representative of the Owner. No
moisture before installation. Installation and solvent welding pipe shall be completely backfilled until it has been inspected,
2.08 BACKFLOW PREVENTION UNITS 2. When observations have been conducted by other than the Architect, methods shall be as recommended by the pipe and fitting manufacturer. tested and approved in writing.
A. Backflow preventor: type specified on drawing, show evidence to writing of when and by whom these observations were equipped with gate valves made. 5. On p.v.c. to metal connections, the Contractor shall work the metal 6. Furnish necessary force pump and all other test equipment.
and field test cocks. connections first. Teflon tape or approved equal shall be used on all
threaded p.v.c. to p.v.c., and on all threaded p.v.c. to metal joints. 7 When the sprinkler
B. a strainers at backflow prevention units shall be 1254 class cast Dress 3. No site observations will commence without as-built drawings. In the Light wrench pressure is all that is r p inkier Irrigation system is completed, perform a coverage
p event the Contractor calls for a site visit without as-built drawings, g P squired. Where threaded p.v.c. test in the presence of the Architect, to determine if the water
with 40 mesh monel screen, unless otherwise noted on drawing. connections are required, use threaded p.v.c. adapters into which the coverage• without completing previously noted corrections, or without preparing g for planting areas is complete and adequate. Furnish all
pipe may be welded. materials and e
2.09 AUTOMATIC CONTROLLER the system for said visit, he shall be responsible for reimbursing the perform all work required to correct any inadequacies of
Architect at his current billing rates per hour, portal to portal , coverage due to deviations from plans, or where the system has been
6. Install backflow assemblies to shrub areas at minimum height permitted willfully installed as indicated on the s when It is obviously
A. Type: fully automatic operation, capable of operating the number of (plus transportation costs) for Inconvenience. No further site visits by local code. y drawings
stations and type indicated on Drawings. will be scheduled until this charge has been paid and received. inadequate, without bringing this to the attention of the Architect.
7. Quids coupling vatves: Unless otherwise indicated, locate valves This test shall be accomplished before any ground cover is planted.
1 . Wail mount type in a housing with locking hinged cover. C. Final Observation Prior to Acceptance: within 12 inches of hardscape. a. n
Upo completion of each phase of work, entire system shall be tested
1 . The Contractor shat ) operate each system in its entirety for the and-adjusted to meet site requirements.
2. Fuse and chassis ground all controller components. Architect at time of final observation. Any items deemed not 8. Backflow Prevention unit and controllers: Verity enact location with ••
acceptable b the Architect or not In compliance with these the Owner's Representai�ive. 9. Low voltage wirin under paving shall be tested for continuity.. prior
3. Provide UL approved on/off switch and electrical outlet for 115 volt ep y � p a9 9 P 9 t'Y.- P
electrical service. Locate Inside housing. specifications and drawings, shall be reworked to the complete F. Electrical Supply: to paving.
satisfaction of the Architect.
2.10 REMOTE CONTROL VALVES Z. The Contractor shall show evidence to the Architect that the Owner has i . 115 volt electrical service for automatic controllers shall be 3'06 WINTENANCE
rovided for by others.
A. Valve type: spring-loaded, packless diaphragm activated, normally closed received all accessories, charts, record drawings, and equipment as pA. The entire sprinkler irrigation system shall be under full autanatic
type with brass body, equipped with flow control and pressure regulation required before final observation can occur. 2. Low voltage wiring shall be placed in the some ditch and at Ong side of operation for a period of seven days prior to any planting.
capabilities when noted. D. Physical Layout: main lines unless otherwise approved. B. The Architect reserves the right to waive or shorten the operation period.
B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 3. When more than one wire Is placed in a trench, tape wires together at
corrosion-proof, stainless steel construction, epoxy encapsulated to form a 1 . All piping or equipment shown diagrammatically on drawings outside maximum 12 feet on center. 3.07 CLEANUP
single integral unit. planting areas shall be intalled inside planting area whenever
possible. 4. Provide a 12 Inch expansion loop at each connection and dtrecttonal A. Clean-up shall be performed as each portion of the work progresses. Refuse
C. Provide bleeder valve to permit operation in the field without power at the change. and excess dirt shall be removed from the site, all walks and paving shall
controller. 2. Prior to Installation, the Contractor shall stake out all pressure be broomed or washed down, and any damage sustained to the work of others
. supply lines, routing and location of sprinkler heads. S. Use a continuous wire between controller and remote control valves. shall be repaired and work returned to its original condition.
2.11 SMALL LAWN SPRINKLER HEADS 3. All layout shall be approved by Architect pr lot to installation. Except as otherwise approved, do not splice wire at any point. All 3.08 OPERATING INSTRUCTIONS
approved splices shall be enclosed in an acceptable box.
A. Sprinklers shalt be similar to all respects to type noted In legend on 3.03 INSTALLATION A. The Contractor sh alt be required to train Owner's maintenance personnel to
drawing. 6. Each controller shall be provided with separate ground wire. proper operation of all major equipment. Provide written evidence of the
A. Generals person or persons so trained to the Architect.
B. Heads shall have screw adjustments. G. Automatic Controller:
C. Nozzle shall rise a minimum of four inches. 1 . All plastic pipe and fittings shall be Installed In complete accord 1 . Install as per manufacturer's instructions. Remote control valves
with manufacturer instructions for same. shall be connected to controller in numerical sequence as shown on the
D. Body shall be equipped with a built-in check valve. drawings.
2. It gasket type pipe and fitting are used, provide concrete thrust
2.12 ROTARY SPRINKLER HEADS blocks at each change of direction and at terminal points of all H. Flushing of System:
rubber gasket piping. Block in accord with pipe manufacturer's
A. Type: gear driven, with pop-up sprinkler heads instructions. I . After all new sprinkler pipe lines and risers are in place and
connected, all necessary diversion work has been completed, and prior -
3. Line Clearance: All lines shall have a minimum clearance of 6 inches to installation of s rinkier heads the control valves shall be opened
B. Part circle heads shall have variable arc setting capability. p ,
from each other and from lines of other trades. Parallel lines shall and full head of water used to flush out the system.
2.13 SMALL SHRUBBERY SPRINKLER HEADS not be installed directly over one another.
2. Sprinkler heads shall be installed only after flushing of the system
A. Sprinklers shall be similar in all respects to type noted on drawing. B. Trenching: has been accomplished to the complete satisfaction of the Architect.
B. Where noted, pop-up type body shall be used, with height as noted in legend 1 . Excavate trenches to required depths. Follow approved layout for each i• Sprinkler Heads:
on drawing. system.
i . Install the sprinkler heads as designates on the drawings and to
C. When noted, body shall be equipped with a built-in check valve. 2. Trench bottom shat ) be flat to ensure piping is supported continuously accordance with their respective detail.
2.14 VALVE BOXES
on an even grade. T. Spacing of heads shall not exceed the maximum indicated on the
3. Where lines occur under paved areas, consider dimension to be below drawings. In no case shall the spacing exceed the maximum recommended
A. Valve boxes shall be fabricated from a durable plastic material resist•ent the subgrade. by the manufacturer.
to weather, sunlight and chemical action of soils.
4. Provide minimum coverage as follows: J. Valve Boxes:
B. The valve box cover shall be secured with a hidden latch mechanism or r
bolts. a. Pressure supply Imes (2-1/2 inches and smaller): 18 inches 1 . All buried valves and equipment shall be installed with a proper box.
C. The cover and box shall be capable of sustaining a load of 1,900 pounds. D. Non-pressure lines: 12 inches 2. Fill area under box with a minimum of 3 cubic feet of pea gravel
before box is Installed.
D. Valve box extensions shall be by the same manufacturer as the valve box. c. Control wire: 18 inches
3. Identification tags shall be attached to each remote control valve,
E. Gate valve boxes shall be round plastic boxes with bolt down covers, AMETEK C. Backfilling: showing number that corresponds with controller sequence. Tags shall
be manufactured of polyurethane Behr Desopatd, yellow in color with
or approved equal . 1 . Buried pipe in trenches shall be center loaded only until ail required black letters 2-3/4 Inches by 2-1/4 inches.
F. Remote control valve boxes shalt be rectangular plastic boxes, AMETEK or tests are performed. Trenches shall be carefully backfilled with the
approved equal, with bolt-down covers marked with the valve identification excavated materials approved for backfilitng, consisting of earth, 4. All boxes shall be permanently marked on top, designating type of
number stenciled in 2-inch high letters/numbers using AVERO black, No. 206M loam, sandy clay, sand, or other approved materials, free from large equipment installed therein stenciled in 2" high black letters/numbers
paint, or approved equal . clods of earth or stones. Backfill shall be mechanically compacted in using AVERO black, NO. 206M paint or approved equal .
landscaped areas to a dry density equal to adjacent undisturbed soil
G. Twenty-four volt splice box shall be Ametek 12" X 18" plastic meter box in planting areas. Backfill will conform to adjacent grades without 3.04 TEMPORARY REPAIRS
marked "S.B." with same paint and color as in "F." above. dips, sunken areas, humps or other surface irregularities.
� A. The Owner reserves the right to make temporary repairs as necessary to keep
2. A finey material backfill will be initialPlaced on all
ranular ) the sprinkler sY�� equipment in operating condition. The exercise of
g
PART 3 1- r1BION this priht lines. No foreign matter larger than 1/2 inch in size will be g by the Owner shall not relieve the Contractor of his
permitted in the Initial beckflli. responsibilities under the terms of the guarantee as herein specified.
3.01 SITE CONDITIONS 3. Flooding of trenches will be permitted only with approval of the 3.05 FIELD QUALITY CONTROL
A. All scaled dimensions are approximate. The Contractor shall check and Architect.
verify all size dimensions and receive Architect's approval prior to 4. if settlement occurs and subsequent adjustments in 1 A. Adjustment of the System:
proceeding with work under this section. �e j pipe, valves, Ars �, �
sprinkler heads, lawn or planting, or other construction are 1 . The Contractor shall adjust all sprinkler heads and valves for optimum
B. Exercise extreme care in excavating and working near existing utilities. necessary, the Contractor shall make all required adjustments without performance and to prevent as much as-possible any overspray onto CITY O F RANCHO C UC AM O N G A
Contractor shall be responsible for damages to utilities which are caused cost to the Owner. walks and roadways. No spray is permitted on buildings.
by his operations or neglect. Check existing utilities drawings for 2. If it is determined that adjustments in the irrigation equipment will
existing utility locations. D. Trenching and Backfill Under Paving:
provide proper and more adequate coverage, the Contractor shall make VICTORIA GROVES
C. Coordinate installation of sprinkler irrigation materials including pipe, 1 . Trenches located under areas where paving, asphaltic concrete or such adjustments prior to planting. Adjustments may include changes TRAILS .
so there will be NO interference with utilities or other construction or concrete will be installed shall be backfilled with sand (a layer 6 in nozzle sizes or degrees of arc, as required.
difficulty in planting trees, shrubs, and ground covers. inches below the pipe and 3 Inches above the pipe), and compacted in 3. All sprinkler heads shall be set perpendicular to finished grades
layers to 95$ compaction using manual or mechanical tamping devices. unless otherwise designated on the plans and at height and distance
D. The Contractor shall carefully check all grades to satisfy himself that he Trenches for piping shall be compacted to equal the compaction of the IRRIGATION SPECIFICATIONS
maas noted
etc
s
from walks, building , , .y safely proceed before starting work on the sprinkler irrigation system. existing adjacent undisturbed soil and shall be left in a firm PREPARED BY: PREPARED FOR. !/- S•Y�
3.02 PREPARATION unyielding condition. All trenches shall be left flush with the DATR
adjoining grade. The Sprinkler Irrigation Contractor shall set in A.p"ovffo my 3� ��
p I ace, cap, and pressure test al I p 1p Ing under pav Ing pr for to the errY ENawma w.c.s. MO.
A. Water Supply: MORSE CONSUL TING GROUP A.I.C. �'M, E�C,o saL A E c�ouP
paving work. OEs�ON REGOMMENOfb
1 . The Owner will provide new meters. LYO N
PLANNING •ENGINEERING•LANDSCAPE ARCHUECTVRE -""""°'"'"'°
DRAWN •vw.<n'usar744? w PYYOrmin •MEWT
2. Sprinkler irrigation system shall be connected to water supply points
of connection as indicated on the drawings. 4860 IRVINE BOULEVARD, SUITE#�2ot JOB N . 240-00
IRVINE, CALIFORNIA 92714-1299 �f WILLIAM LYON romlAwn'! A.I.c. 22 22IRVINE (714) 73471t7 PALM DESERT3. Connections shall be made at approximate locations as shown on wECKSO A.I.C. oAAWIMNo.a:4o ARCInneAn.o suiTE s �°�� <<• /071-&
drawings. Contractor is responsible for minor changes caused by RANCHO CUCAMONk3A, CALIFORNIA !1730 OA..
actual site conditions.