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Land s: cape Architectural Plans Fibri
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Low to Medium Water Shrubs Full Sun 46.78 x 0.45 x Z,750 x 0.62 + 0.70 = 51,274
Total EA WU = 51,274 Gallons per year
AA WA EAWU (51,274) 4,557 Gallons per year Surplus
M1
VATE OIF LA5iT N
PECEMBER 1 2015
WIPT-1
TITLESHEET ................................ .............. . .................. . ................ I . . .......................... L 1
CON5TRUCTION LAYOUT PLAN ........................... ............................... L2
IRR16ATION PLAN .................................................................. .........................„... ®. L5
FLANTIN& PLAN
........... .......... .. . . . .............. . ............... L4
LANP5C,APE PET IL ............ ........................................... ............. L5-1-6
LAN 05CAPE 51FE01FICATION5 ................ ............................... L. 7 -L
DEOMPTION IO a l J' I
CITY OF RANCH -0 CUCAVON,GA
dro*jngs are the property of P.DA,
Professionai Design; Associates. P.D.A.
R
hereby reserVes its common to* copyrIght
and other property rights in these plans.
These plons sholl not be reproduced,
changed,. ossigned. or copied in any form.
Any mode by parties other than
OrMout
first obtaining the , tten
per"Assian ;and conserR of P. sholl
relieve P.DA. of responstbirity for the
project of effected portion there
4
534
L-2 k
FO pryBF WALr\WAY 'PETURN
TO OUT61PE Ol:-- OON5LE OUPf5
LZ
J
( ITY MAINTAINEP
PRIVATELY MAI :NTAINEP
CONCREM.MEADER - TM', RADM
EXPOSED EDGES AND FINISH PER PLAN
(INSTALL �T GRADE LEVELAT SWALE
CROSSING'al
IFMSH GRADE
FOR 00 OR COBBLE57ONE
K& 9RALL BE FLUSHWTH
TOP OF COMCRV#MsobER
TI
f$ RE-8AR CONTINUOUS
(UMLEU 07HERWOE VNISTRUCTED)
EX. MANMOLE
z-
LD
4 Typ�
T. .....
6 Typ'
ft,ETWEEN
7IMEN,51ON6 EX. HYPR ALIT
CASE I
CURB ANDAALK "OV� L AKWA{k a atklu, 7 oAou tm t road m
$10F WALK
ONCRE
CASE 2
r'MMJW D EPTHAr
EDGE M cobat'r.
34W WNJWUlM
CASE a
MORT'Mro STONE awk E
4�' -CanckETEMBB
COBBLE WM BAR
T Mft 14'MAX, Rte,
ir CURB a GUTTE t'DETAIL FOR
E CON DITION
PER 81110. 534 ND
L74-7'
PCC MMOURR
PEA -frYsm_'5,-4
PLANTER
AREA
WIMMALK HARDSCAPE
JOIN ATRIONT ARMEStIT, YP,)
241
exISTNO CURB
Or, W
ENE) CONDITION
1, CONOMM; CLAW 529-0- =4,
R= =S, IMESS 01HERMSE 48PSOMMITHALL BE:
SF 3j 3 - WR
COMM 7s" �vl 44AX, IV - M IN, (Il I'VIRM ONE, FLAT ME
3. 8M�L BE H S 6 M AL L 14Ai" E 113 U M E D M E NT, 0 0 Sa L ES, Sl 4A L L M Avp- 10 em D C OM ev,
jjj ," n 4, C L A S $V M M r,A R, I OA A T C EM EW r `G5 1- 2 A P M F' , SA Nqp, Xm pq I
PORTLANb-C!EMPNI (wl -ORN�-PACW IS ALLOWIM)
$,A-SAN&RE'AREA, MIN, 40 M F-T, W-KLL WEAPPROVMBYTHE 0ITYMPV010R.
REMAWINO ROCX WtikK,
0 4AL ;M' Tl NG POS IT TON OF 2€ L k OCKS TORS' APPROVE D 6Y 7 H F YHF- Crf y 1, 4 �GTGR,
Ce
19 T. ROCKS "LL 8k 9 m0(17 m, paj NDS D ANO:FRB E, OF OBJECTIONABLE DISFIGUMM aNS ANt) ri=d SSIVE 3800 CON' , E NT,
8. ALL 0Z I MR STONE AREAS SHALL HAVE eWOM40AMM HEADER AS AN EWMPrr PLANTING.
9, ROOMAM'SmouLb FOLLOW GRAD
CITY OF RANCHO CUCAM NGA, CALWORNIA
... ................. ...... ..
APPROVED BY,
RIVER WASHED GRANITE STMFARD MM
0013BUSTONES
542;
W CrTy mr.MEER DJAV USE WITH STANDARD SPEOFICAMNIS FICIR P1 9M W CONS TUI C"TICIN -
249P,
WET 1 OF 1
muffm
1-111-11-1— -- --,----24" �k
T T
u-, -t
NOTE&
MAW
, PAD*
SCULMR8 M0,6POT LOVfflf4e ppjo3i
2, SXZMSfOM:JofWT Al� of OF PAVING #M g6ttLD,
A W
3. A 0AMM* 4k EtEEE PAVIN0, POUT R ED APOUNtl 8 OULM R � SEE,
4, wk COMP ACT O-Sua`qiwtz
'IFORNIA
CITY OF RANCHO CUCAMONGA, CAL
STWDARI PUm
HOULDER
INS TALLATION
v, ", I'll 1: 1 542-A
EFIR wle WR SANawo Spm-xA'fIoNS FOR PUR-1110 WORKS M-MMMNI
SHEET I OF I
w
L-2
rat
'o
�g
DWMPTION 01F REV] I ION
DETAIL XX-X
CON5TRUCTION LE6END:
PETAL
PA &E#
0 R A
F /A NCHO CUCAVONGA
=7t7�
MT�AL
PE66RIPTI
BASELINE ROAD
2 -STP#547-
RIVER WASMEP 6RANITE COD ALE STONE 5 WITH 6'' WIpE
OONCRETE f5 PER WMERE '511OWN
MARC HOME5 - RANCFIO CUCAMONGA 8
2 -STP#534
(0" WIPE 60NORETE MOW OUR FOR MAINTENAN6E
21-01" 61-112ag"-'---","'
DELINEATION MTWEEN LMP & OTHER5
RPROVED BY:
T (3'3
2-51-P #54-1-A
NATIVE ORAY GRAM TE W(J-PER AVAII-Af,"Llf FROM L0(,AL
R.IJZ 67-514
qIJARRY. REFER TO PI-AN FOR PLA(,EMENT & GALL OUT5
FOR '51ZE 6ORRE5PON PIN 6 TO 56MEPLLE MLON.
I E 8 1 IS N
k V PIA
DRAWN
A938MATES
B. 24" PIA
RW
C. 15" PIA
DWMPTION 01F REV] I ION
0 R A
F /A NCHO CUCAVONGA
=7t7�
BASELINE ROAD
T -cct
r 18966
MARC HOME5 - RANCFIO CUCAMONGA 8
CONSTRUCTION LAYOUT
PLAN
21-01" 61-112ag"-'---","'
RPROVED BY:
DATE
dITY ENOINM C—_
R.IJZ 67-514
I E 8 1 IS N
DRAWN
A938MATES
RW
Landscape Architects
OF
K Km
dKED
CITY
093 w-4— Hlgf-�y
I)Pla�d, Cafffio�;. 91786-4297
. . . ... ..... .....
(9'09) 949-6159 /fax (909) 985-340
" W
...........
� 1�
MAP
11W
A A
12" POP-Le 511RU5 SPRAY
Cr 0
12" POP-LIP 'jilRUE5 SPRAY
d 0
17" POP-Le SHRUE5 SPRAY
STRIP
Cm
12" POP-LF ENP STRIP SPRAY
dA
12" POP-LP SIPE STRIP SPRAY
V,
........... - - - - - - --------------- - - ------------------
r cf)
- - - ----- -----
Em
P RP-12-P50-F-NP-I5EST
P RP-I2-f30-F-NP-1566T
V
rI
50
'U, "57
1.05 1, 5 `
'30
�*�,9 15
1,57 1,775 la
130
.65 1.15
240 2vi 12'
50
.61
4x115
30
1.71
A X*apa
-x
T.
LU
3:
WATER PRE66URE:
WATER PI E65LRE VERIFIEP f5Y SHANE 6F 6VWP
5F-PTFMMR 2015
PRESSURE L066 6AL6LLATM
GATE VALVE (LINE 51ZF-)
N15CO 61 q RIN YX/2" OPENINO NUT
VALVE # 105
RCV
RAIN15IRV 5FE3-CP-R-PM5-P (51ZE PER PLAN)
Profesetonai Design Assaiel6tes. P.D-k
MINIKU PRES`-F- AT METER 12
IN VALVE BOX PER VETAIL
PRE643URE METER PRESSURE REOLLATOR
GUIOK COUPLER
NEL50N -T 645 (ACME THR-F-AP)
11-50
I" ffLOVV METER @ 734.9 WM
IN VALVE E30X PER PETAIL
lam ® am= 2 MEN= I Em
PVC PURPLE MAIN LINE (SIZE PER PLAN)
CLASS 5 1 5 PVC, FOR 2" AND LARCBER, 561-1 40 PVC PIPE 1- 1/2" 4 SMALLER
12.150
('I) V' CRATE. VALVES @ 10.9 &PM
PURPLE I.D. PIPE. MINIMUM I a" COVER.
Ua Z' GLASS 3115 PVC, MAIN @ 1)4:9 OPM
P\lr- PURPLE LATERAL LINE (SIZE PER PLAN)
5r1H 40 FVr- PIPE
O'n
Ela 1-1141, S(Im 40 PV(' @ 21 CIPM
PURPLE I.P. PIPE. MfNIKUM 12" COVER.
--------- -
PIPE 51-5EVE-LATERAL LINE
5CH 40 PVC PIPE 5LEEVE (2X DIAMETER OF PIPE)
1.150
1/211 66H 40 PVC, @ 2.4 Opm
PURPLE ID. PIPE
-x
T.
LU
3:
WATER PRE66URE:
WATER PI E65LRE VERIFIEP f5Y SHANE 6F 6VWP
5F-PTFMMR 2015
PRESSURE L066 6AL6LLATM
APP ROM BY:
WORSE CA6t SCENARIO FOR
VALVE # 105
dro*Ings are the property of P'.DA,
ELEVAT ION 0= METER
Profesetonai Design Assaiel6tes. P.D-k
MINIKU PRES`-F- AT METER 12
110 P61
PRE643URE METER PRESSURE REOLLATOR
W PSI
1-1/2" 1�A6rffLOVV @ � -4.9 OPM
11-50
I" ffLOVV METER @ 734.9 WM
1,00
1-1/2" MASTER VALVE @ 34.'3 C-FM
Any changes made by parties cither than
R(,V @ �,k9 eIPM
12.150
('I) V' CRATE. VALVES @ 10.9 &PM
0.110
Ua Z' GLASS 3115 PVC, MAIN @ 1)4:9 OPM
2.
V 2" 6651-1 40 PV6' @ `34.51 OPM
O'n
Ela 1-1141, S(Im 40 PV(' @ 21 CIPM
1.51
55 I" 6M 40 PVC' @ 11.2 C-PU
0.90
W 3/4" 66h 40 PV( , @ 65 C
1.150
1/211 66H 40 PVC, @ 2.4 Opm
"TOTAL
24,E
+ V7. f=OR FITTING-16
2,47
REQUIREP PRESSILFE AT HE
i!)o PSI
H16HEST MEAD 12�92' PRZ=66UR-E OAIN I' @ A"
43 PSI
&RANP TOTAL REQUIREP LFSTREAM 6F METER
%.77
R16PJAL PRESSWE
N IN
DE$ORIPTION OF REW$W
CITY OF RANCHO CUCAV0I`\IG
BE 31 N
ASSOCIATES
Landscape Architects
1793 W. Arrow Highway
Upland, CafiforrIa 91786-4297
(909) 949-6159 / fax (909) 985-3405
m
OF 91
APP ROM BY:
All designs, and ideas c!onto;ned *ithin these
dro*Ings are the property of P'.DA,
IJITY ENOINERJAN
Profesetonai Design Assaiel6tes. P.D-k
M
hereby reserves Us common fo* copyrtight
Y' d other property rights in th:ese plans.
121.
These plans shc4l not be reproduced,
changed, assigned, or Co.. ed in- any Orr"
Any changes made by parties cither than
P.D � ; , fithout first obto;ntng the *ritten
pernVission and consent of P.DA, -0 all
relieve P.DA of responsitillity for the
dHEdKtD
project of effected portion thereof.
CITY
BE 31 N
ASSOCIATES
Landscape Architects
1793 W. Arrow Highway
Upland, CafiforrIa 91786-4297
(909) 949-6159 / fax (909) 985-3405
m
OF 91
4
—24" W
4 'Ji"I
" ( `19
LINE 0 SIC-AIT, RIC-A1T rLRN
ONLY, OPP051N& TRAFF16 P6ES
NOT STOP, ST6F SIC-IN
6ONTOLLEP ON EMMETT AVE.
- 15.
9
VINE LE&ENP
SYM50L 50TANICAL NAMF- COMMON NAME CONT AIN FER SIZE O. Co SPACING OTY.
I 19)F Parthenoc,19sus trice pilot 5ogtoin Ivy 5 64!1. 15' 16
FX15TINO FLANT LE&ENP
LF-GeNl:) BELO461 IS PART OF LMD PKAKIN6 # 1 q 4 5 -L 4 ONLT' AF`f*L[E5 T*
7
0�NN OF EMMETT YqAY
7LANTIN69141 ON AES7!5[PF-
5HRUB LE(SPENP
SYMBOL
All "• .fie and ideas contained Within these
I
dro*lngs are the property of P.D.A.,
IIJITY MMNER
FALbelia
CALL=
BMNICAL NAME
COMMM NA
S17-E
SA =
COMMENIEL
GOMMONNAME
TREES
OLJANTITY
CONTAINER
A
Jera O..E
g.'Edward 6Buhr'
(D
T-1
Liquidambar sVmiflua 'Fes-Oval'
NCN
15 gallon
25' ac.
Standard
®
T-2
Magnufa grandiflora'Samuel Sommee
Samuel Sommer Magnolia
15 gallon
300.0.
Standard
0
T-3
Pinus canadensis
Caroy Islard Fine
15 gallon
25! o.c.
StaWard
f—\
QJ
T-4
Quercus coIxinea
Red Oak
24' box
4( o.c.
Standard
NOT
SHRUBS
16
5gal
P,
Khaphiol:epie, i.talleriana'
(D
8-1
ilia x grandfaa 'Edward Goucl*r
Glassy Abelia
5 gallon
4T ox.
Trar-helo5permum jagm[nioldes
5tar..1asmtne
8-2
AgaWfts 'Peter Paff
Dwarf Li"l-ft-Nile
1 galion
180 ox:�
8-3
Oleles bmior
Fortnight ljty
5 gallon
4W ot.
3-4
Hemetrocallis hybrids (Yellow)
Clay0y
1 gallon
2,f ox.
SHALL 13E RESPON51:15LE FOR \/EKIFYIN6 ALL PLANT allANTITIE9 PRIOR To FINAL 5117.
8-5
Lantana montevidensis.
Trailing Lantana
I gallon
72' o.c.
0
8-6
Nandna domes ika
Heaves Bamboo
5 gallon
wo,c-
0
3-7
Nandina domestica 'Nana'
Dwarf Heavenly Bamboo
5 gallon
241o.o.
8-8
Phormium ter w'Bronze Baby
Bronze Baby Flax
5 gallon
36"o.c.
8-9
Rhoiolepis Wm'Ballerina!
Rhapholeos
5 gallon
wo,c
3-10
Romadnus officinarisTuscan Blue'
Upeoll Rosemary
5 gallon
72* o.c.
8-11
Trachelospermvp jasmin aides
Star Jasmine
i gallon
24" ot.
VINES
A
V-1
Pardienocissm trruspidata
Boston Ivy
5 gallon
15io.c.
Train to wall/fence
5HRUB LE(SPENP
1, -APPROVED BY:
All "• .fie and ideas contained Within these
I
dro*lngs are the property of P.D.A.,
IIJITY MMNER
FALbelia
He HT X
and other property erglift in these plons.
5yM.
50TANIOAL NAME
GOMMONNAME
O,C,!5FAOIN6
OLJANTITY
CONTAINER
A
Jera O..E
g.'Edward 6Buhr'
NON
24
WKID101
5gal
C
Cistus x 1?uIvereuIentu!5'5un9eV
N
16
1 gal
N
Nandina cl.'Harbor Dwarf'
NON
2'
46
L
f-hormium t.'Bronze 5!!�
5ronze Baby F9ax
51
4
l
Ro
Rogmarinu5 o.'Tuecan 51ue'
NOT
1
6
16
5gal
P,
Khaphiol:epie, i.talleriana'
NON
5'
66
t
Trar-helo5permum jagm[nioldes
5tar..1asmtne
21
5q
1 gal
NOTF-5-
1)
OUANTITIF-5 IN THE LE6F-Nr,> ARE FOR CONVENIENCE ONLY.
THE LANDSCAPE CONTRACTOR
SHALL 13E RESPON51:15LE FOR \/EKIFYIN6 ALL PLANT allANTITIE9 PRIOR To FINAL 5117.
!N
DFOORIPTIO OF REVIOtO
IM11
1, -APPROVED BY:
All "• .fie and ideas contained Within these
I
dro*lngs are the property of P.D.A.,
IIJITY MMNER
Professional Design Associates:. P.D.A.
hereby reserves its common lo* copyright
and other property erglift in these plons.
These plans sholl not be reproduced.
changed, ossi ned, or copied in any form.
Any h . n es made by parties other than
P.D; . thout first obtoWng the Written
permfiveian and consent of P.D.A., sholl
relieve P.DA of responsibility for the
WKID101
project of effiected portion thereof.
IM11
J. . . .. .... . 1 [ ------- --- :'-'-
16
LEGEND
1,
R, mod. METER EN( L05URE STAINLE56 STEEL
NEMA TYPE *�)R MPE-SERES 100AMP SERVICE
SIZE: '54" WIPE X 15" PEEP X 52" I't16H
2. ( ommERCi& mErff-p, s�ff_r 100A WITH TEST
f5LOOKS
FmAj 10r, I
8. PaREP 66% PETE "St - 6�' MIN. TMt6KNESS -
EXTENP 6,0N6RETE V' f5EYONP OJTSIPE PIMENSfON
Off EN6LOE�LFE (5a' X 15.4") WITM 1% PF_ AWAY
FOR PRAINA&E,
16. SERVICE LINE C,0NI?UIT 13" ffRf/M UTILITY
TRANSFORMER. WIRE SM FER NEO STANPARP6 ffOR
AMPERA&E LOAP.
0
ROW-lawl.p.1po,
,AMMOA
1:3
DEOCRIPT11ON' OF HVINION
CITY OF RANCHO CUCAVONGA
Fw
rp]
RW
CITY
I E 3 1 G N
ASSOCIATES
Lardscape Architects
1793 W. Arrow Highway
1pfand, Callfamia 91286-4297
1) 949-5159 / faX (909) 965-3405
a
TO SPRINKLER - ANGLE PIPE TO
AP-TITfr WATEROO
SPECIFIED DEPTH. WITH 450 ELLS ',8N RP F
CONNECTORS OR EQUAL
r-SCH 4D PVC MALE ADAPTOR
-ACH 20 PVC UN - ION ELECTRIC'OONTROL VALVE
r-a "
PRMUR9REGULATOR
PVC NIPPLE RAINSIR0-FF8-CP-R-PRS-D
CARSON MODEL 1220-12
14�' 21" VIOLET I LAVENDER
x
WITH LID MODEL 1220-4 AND
<
r- STAINLESS STEEL SOLT,
COVER ETCHEO1RRIWkVON GATE"
VIOLET I LAVEIMER WTH Uri MODE L
t=4 WITH STAIWBSS STEEL BOLT
(CARSON OR EQUAL)
(OR, APPROWD EQUAL)
1 f ANO ETCHED WITH CONTROLLER
t AND VALVE SEQUENCE
FINIS GRADE,
z $I MIN FINISH GRADE
USE 1AI117 5 044004,15
15ALL VALVE FOR 112"
SIDEWALK
MSMIENT WEDGE - 2'QR LARGER WTH 141
2'GPERATIN.aN1 'r d II-H
-RVv11-tn
WATTS 40 RT V (2114n, i
PIG TAIL EXPANSION
LOOP (MIN, 24- LONG)
RECY0 R
I l _JLED YVATC
it
RECYCLED WATER 4SATE VALVE
WARNIM TAG S PDXY COATED VALVE
SEE NOTES
WARN(NGTA8
(SEE NOTES)
�0
8 ' 66NGLE VALVE VW k. Ugt ' HA
AN , VEME = III'
S , % MODEL Soo (v-r)
$14' WASHED
6 I
CONTROLLER & P.O.C. DETAIL
CRUSHE�AQQREGNTE
SCH 0 PVC NIPPLE
FOR CONTRACTOR REFERENI
SCH 60 PVC UNION
ZZ" 4 01411ROL & COMMON WIFT-S
UTILIZE EXISTING AS, SHOM
Qn.
BRASS 41PP1
NOTES, SO, H 80 PVC SXSXTTEE PRESSURE SUPPLY LINE
3WWASHED CRUSHED
NOTES: AGGREGATE BASE
1, INST-ALLCONTROL VALVE&A MINIMUM OF Ir FROM STRUCTUREI,;�OR HASWDAP[Na.
2, INSTALL VALVES, IN PLAt4TBEDSMJER RPOS$I$tE Nen'ro SIDEWALKS.
1, PLACE AGGREGATE PRIOR TO INSTALLA-nON OF VALVE, BOX,
2. INSTALL CONTROL VALVES A MIN_ Or 12' FROM STRUCTURn OR HAROSCANNG-
3. INSTALL VALVES IN PLANT SECS , , S WHERE EVER POSSIBLE NEXT TO SIDEWALK$:
'S, PLACE VAWE:BDX ATIRIGHT ANGLES TO STRUCTURES OR HARDSCAPINa.
4, PLACE VALVE ROXAT WONT ANGLES TO $TRUCTLIRESOR 1 T136CAPING,
4, PLAGEAGGRECATEPRIOR TO INOTAL, W-TION OF VALVE SOX,
5, ATTACH PLASTIC IDENTIFICATION TAG WrrH APPROPRIATE CONTROLLER AND
VALVE NUMBIER TO RE INSIge VALVE BOX
6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS PURPLE R NO� JDA40-MrAMI
5, ATTACH PLASTIC VALVE 0)IINTMATION TAG WITH APPROPRIATE CONTROILLEP AND
VALVE NUMBER INSIDE VALVE BOX
6, ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHFUS-1y's PURPLE
MODEL NO> ID-MAX-P2-RO0W,:ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED.
(CHRISTYS -PLEMOD
-
ArAPHED TOVALVBS. ONLY WRFNRROCLEOWAMR IS AVAILABLE ANO,66N�
CITY OF RAINE"HO CUCAM,:ONGA. CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPKVED RY� STMMARD PLAO
ISOLATION VALVE
3
APPROVED R ST414DARD FLOOR
REMOTE CONTROL VALVE WITH
SHUT-OFF VALVE UNION
q gj,
. ...... . . .... _��v - 1:
or smaller
ure USE, Wn+f SM'WD SPMECAMM FOR PUBW WORKS SKET I or I
MTEL USE WM� STMWD SpECIrIcArORS FSH K4KW WM� OQN$�qSVOtM
1= ARD50APING (SEE NOTE 49
.0e
4
011
IIIZ-
CLEAN BACKrILL « SEE
p
s ECS, FOR MKTEMAL,
f
I �=� "
J I
BF
M COMPACTION R
1=1 I / /=I] I
7
`V _41
PR G
- 11•.1- /�S� Qc M
L cQc' m
PROVIDE SMIN, OF SAND
BEDDING AND SHAMING
p
lu CLEAN SACK FILL SEE
SPECS, FOR MATERIAL.
90% COMPACTION' I
M; WATER METER, CVDVD STANDARD
t,7 ii
$- STRAINER, $TO, DViDI, NO, 517-0,
7-
CONTROL WRE SLEEVE
817-15 FtR PLAN INSTALL
ADJACENT TO PRESSURE
15 NON-PRESSURE LATERAL LINE
PURPLE SOR 46 SNAKE PIPE IN
TRENCH
PPt PRESSURE RECARATOR, STD. DING. NO, 619,
GV GATE VALVE, STD. OWG, NO 518.
SF: BACKPLOW, M, OWG, NO& 6r -A & 517
00 QUICK COUPLER, STD, DWG. NO, 536,
SUPPLY LINE
kf
Ell
PRESSUA I, SUPPLY UN E:
FW FLOW METER, M. DWG� NO. 618,
MV: MASTER VALVE, ST NO. 516,
PRESSURE SUPPLY LINE,
SLEEVE - SIZE TWICE
IA
D M15TER OF PRESSURE
Itf PURPLE SC H, 4WOL 315 SNAKE
PIPE IN TRENCH
It :1
SUPPLY LINE
(rTYR
NON-PRESSURE LATERAL
WIRES; - BUNDLE
AND TAPE AT 16'O,C. AND
NOTE&
1, QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACK FLOW,
2, THE HORIZONTAL DISTANM, BETWEEN DOMESTIC WATER
LINE SUEEVE -SIZE TWICE
DfAMETER OF NOIN-PRESSURE
IATERAL LINE
INSTALL ADJACENT TO
J PRESSURE SUPPLYUNE
ML
'--PR0V1DE'6"`N4IN,OFSANO
LINES AND RECYCLED WATER LINES
MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE I FEET
3. IF A RECYCLED WATER LINE MUST GROSS OVER A DOMESTIC UNE, THE 9ECYCLF-0 WATER LINE
MUST FEET
0"Typ�
BE SLEEVED TO EMNDS ON BOT14 SIOEIS OF THE PIPE,
NOTES,
IT
� ALL SLEEVES TO BE SC H 40 PVC,
REODM AND SHAOIN5
4. IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER
A SIDEWALK, TYPE K COPPER MUST BE USED AND EXTEND AT LEAST I FOOT PAST THE, SIDEWALK
2, EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSOAPING AT BOTH ENDS,
BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE COVERED MH CHRISTY$ PURPLE
3- ROUTE SL55VNG AROUND HANDICAP RAMPS,
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS-REFER TO CITY STD, PLAN 120
POLYETRYLENEVVRAP.
131
1", (24 MINI, TO 3s' mxv DEPTH TO TOP OF P BELOW STR UCTURAL SECTION),
4. NOTE,
6. IF THE MAWL945TURNS 90 DEGREES FROM THE WATER METER, CUCAMO VA LLEY
WATER DISTRICT-RECOMMENDS THE USE OF BRASS NIPPLES AND go DEGREE ELBOWS
5, MMMIZE NUMBER OF CLUE JOINTS' UNDER M EET.
8, USE MAXIMUMLONOTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSOAPE.
7, COPPER LINES MUST BE SLEEVED NTH CHRISTY$ POLYETHYLENE PURPLE PIPE
E
ENQRSEMIENT A N 1) OR WRAP FOR RECYCLED WATR PART 4 EX-TA.ET-2-PW
- t P10TAILAND LOOP CONTROL WIRE AT goo ORANGES INDIRECTION,
2, PRESSURE "PLY LINE. 2 w2� AND! SMALLER fW MIN, DEPTH
1111
w
TAND LARGER MIN, DEPTH
TO AVOID HIGH WATER PRE$",E DAMAGE TO PVC FITTINGS,
CITY OF RANCHO CUCANMONGA, CALIFORNIA,
CITY OF RANCHO CUCAMONGA, CALIFQRXIA,
�A6
CITY OF RANNICHO CUCAMONGA, CALIFORNIA
APPROVED Srf, I S'fMWD PtAR
TYPICAL SLEEVING
533
4wpp1qdVErl Pit
�;TANDA"Podm
TITICAL TRENCHING
APPROVED tY, STANDARD PLAq
p OINT OF CONNECTION %.O.C.)
J( FOR NEW LANDSCAPI ')TES 526
t�lldwm
DATq 0SE WI STAND MD SPFCIFICMIONS FOR PUBLIC- WORKS CONSTRUMM
plcz, 0672
D-AX USE Wmi V94WD SPEOM mlfts RIAL poeu, �"Ks om�,
RCE, 6 11 SHEET I or
iipacl USE WITR STAMM SPlECIFWATION$ M PHSUC WORKS emsmuf1m SHEET I OF i,
ANCHOR RD
(TYP4
RAINSIRD, RD 1000 WITH
PURPLE (D CAP PER 7 ER
v 17, DIAME CLEAR
IRRIGATION LEGEND
GRADE OF SOIL, MULCHIPERCITY
'I STANDARD, TAPER
CARSON MOML 910 1 VIL ROUND
PURPLE BOX WTI H UO ETCHED STRUCTURE OR
"QCV'AND STAINLESS STEEL BOLT. HARDSCAPING 14
SNAP-TITE'VVXTERPROOF
CONNECTOR OR EQUAL,
FINISH SOIL GM�IOF AWAY FROM HEAL,
%;"5%
FINIS H GRADE
AT GRADE W TURF AREAS 51 MIN,
3� IN NOWTURF AREAS
WRE SERVICE LOOP (LOOP
ENOUGH WfRF_ TO EXTEND WIRE
BUNDLE S' ABOVE GMADE)
4
ELEVATION
=4
SPLICE BOX COVER WITH
LOCKING TOP ETCH EID S.B.
PLAN VIEW PLAN VIEW
ANCHORROO
''Tr
ELSIDN QPV TH
PURT'LE CAP
AT GRADE LLAW
3' IN PLANTER BEDS
(TYP)
7
AND f1) HOSE SINN El-
STAINLESS, STEEL
TEEL
SCREW CLAMP
P-1
$OM 80 PVC, NIPPLE -
(MINIMUM', 2" L01,1G)
MINIMUM ( PLACES
3WINASHED
CRUSHED
AGGREGATE BASE
w
12'X 18" GREEN PLASTIC METER
BOX, CARSON OR EQUAL
PLAN VIEW PLAN VIEW ELEVATION
SCH 90 RIPPLE G" LONG SCI 40 PVC
T XT 130P ELL
MA NICE X 90' STREET EL L
$CH 40 BRASS NIPPLE
CH as ORA$S NIPPLE
2eLONG
A_
6i
MARLEX 900 ELL
CAP-
PLAN VIEW I PLAN VIEW # PLAN
NON-PASSSURE
LATERAL HTTING
t SC H 40 BRASS 90'ELL
Z/
VIEW'
NON-PRESSURE LATERAL LINE
9 q
L_-scli So pvc goo CH 40 BRASS 90"
STREET ELL MEET ELL
PRESSURE SUPPLY Ll '-Ij #4 REBAR STAKE
-24 VOLT WIFMS. TAPED AND
BUNDLED AT tS FT. INTtMIALS
\__2 CU, FT. PEA GRAVEL
NOTFM
1, ALL PLASTIC PIPE TO RF INSTALLED ACCORD(ING T0-TI1Esr_DETAILs,
UNLESS OTHERWISE NOT SOORDSTMLeD,
NOTE"
2, THE PORTLAND CEMENT CONCRETE USED FOR THRusT BLOCKS
i, LOGXM f(EAD 2" TO- ell FROM WALKS CU RS S, HAR 0 $CAP ING,
WOW STRIPS XND EDOES OF LAWN.
LINE FITTING Or LONG)
5RALL BE 4104_'2%O rOIjCRETE,
31 ALL ANCHOR RODS
2, USE TEFLON TAPE ON A" MALE THREADS-
3, INSTALL HEADS WITH INTERNA L CHECK VALVE AND PRESSURE
COMPENSATING FEATURES PER THE RRIGAT10N PLAN,
4. HEAD CONNECTION AT ROTTOM INLET ONLY,
PRESSURE SUPPLY LINE
NOTE:
1, PLACE AGGREGATE PRIOR TO INSTALL&MON OF VALVE BOX.
ALL SE,QALVANjMD STEr-L. M NjkqUM fm INCH
DIAMETER, WRAPPED AROUND PFE.
41 rKRUST MOCKS $HAL1_ SE MCC FOR PLASTIC PRES WITH r
WAMETERORLARGSR.
T7
PLAN,4qEW
CITY OF RANCHO CUCAMONGA, CALIFORNIA
siZ CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA_,CALIFORNfA,
C RANCHO CUCAMONGA, CALIFORNIA
APPROVED By§ STMwam, n4m
L POP-UP SHRUB SPRAY HEAD
APP"VED ]IlY, STANDARD FILM
QUICK COUPLING VALVE
--------- 536 1
Oft-1c
W117" mr,513111
$TANPKRD PLAN
Lie, 1 24 VOLT SPLICE BL Ox
I LAIIIL11111: L 640
ary
APPRUVeD SY,
THRUST BLOCK STABARD rl�'Av
a FOR PLASTIC PIPE
546
- I
DATE USE WITH vamm" vtomana" FOR Pvquc, WORDS coummmm
M WH STAN"D SPEZMAIRORS Mft WORK$ CoNSTRWVON tw-Eir I
mdiwrm ifu WTH smwwD SpEcecATION"Irm pmuc WORKS ca"A'STRO11MVIN
in
CITY MGWR E US£ WfM STMDM snamxums ma PuKkG wo"s SHMT I OF I
------------- 1.�
J. . . .. .... . 1 [ ------- --- :'-'-
16
LEGEND
1,
R, mod. METER EN( L05URE STAINLE56 STEEL
NEMA TYPE *�)R MPE-SERES 100AMP SERVICE
SIZE: '54" WIPE X 15" PEEP X 52" I't16H
2. ( ommERCi& mErff-p, s�ff_r 100A WITH TEST
f5LOOKS
FmAj 10r, I
8. PaREP 66% PETE "St - 6�' MIN. TMt6KNESS -
EXTENP 6,0N6RETE V' f5EYONP OJTSIPE PIMENSfON
Off EN6LOE�LFE (5a' X 15.4") WITM 1% PF_ AWAY
FOR PRAINA&E,
16. SERVICE LINE C,0NI?UIT 13" ffRf/M UTILITY
TRANSFORMER. WIRE SM FER NEO STANPARP6 ffOR
AMPERA&E LOAP.
0
ROW-lawl.p.1po,
,AMMOA
1:3
DEOCRIPT11ON' OF HVINION
CITY OF RANCHO CUCAVONGA
Fw
rp]
RW
CITY
I E 3 1 G N
ASSOCIATES
Lardscape Architects
1793 W. Arrow Highway
1pfand, Callfamia 91286-4297
1) 949-5159 / faX (909) 965-3405
a
TOP TIES `TO,BE PLACED AS
LOW A SPOSSIBLEON THE
TRUNK Tc s ALLOW FOR WIND
FLEXING OF THETREE, BUT
NOT LOWASTOLO;NE
SUPPORT OR ALLOW
THE RSAD TO DROP.
TIGHTLY COMPACTSO T' BERf,4
TO FORM WATERING BASIN FOR
At"ENTIALANd GROUND COVER
INSTALLATIONS. LOOATE C UY$ID9
OF PLANT MT. BERMS IN TURF
AREAS TO BE REMOVEDPROR
TO CsfT' AC CEOTANCF. --s
CITY.
V,
f
NOTES.
REMOVE NURSERY STNS AND
FILL CRVITY WITHIN R€: OT I -L.
2. ',STAKES TO BE PLUMS AND
PARAI LEL,
`v,3, STfsKE E PERPENDICULAR
TO PREVAILNG WIND,
TOP OF STAKES BELOW
HEAD OF TREE WHERE
SPECIES GR ATH HABIT PERMITS,
IMAM TRUNK
d2) SETS OF GINC14 TIES $PAC'ED 24
APARt GONVIUX SIDE AGAINST TRUE
TR UNK. ATTACH W£T"H OALVA%lf7UD
SCREWS TO 0' LODGE POLES,
2' D'A LODGE PDLS PINE STAKES
WITH WOOD PRESERSAT'IVE 5T'A>4 N,
ORNE, A: MINIMUM OF $° INTO
UNDISTURSEID W,' qL AND POSITION
STAKES €iUTSOE ROOT BALL,
TOP OF FOOTBALL TO EXTEND z°
ABOVE FINISH GRADE.
PLANT PIT TO IMF (2) T£ ES THE
WIDTH OFTHE ROOT BALL NO
WOOD CHIP MULCH SHOULD RE
FLAC ED OR ALLOWED TO R8bfN q
OVER THE ROOT BALL
GUARD IN TURF"
AND FRONT YARDS.
SA CKFIU- wrH
;3€S GREATER
. OTA.
SOIL UNDISTURBED
A - " BOX I 502
M IWIN 'S'£"ANMRD SPECIFICATIONS FOR PUBLIC 'MKS CONSTR83C.' ON I 5a>eE7 i cw S
7£01111Y COklPAt 'iEI3 i^'W-,r TO FORM
DEFIRESSES VVATE41Na BASH
��r J
TOP OF ROOTSALL
EXTEND 2" mic k' 9iCT3 0111P MULCH,
NO WOOD CPI£P MuLui S14OU€ O Or-
FINISH GRADE PLACED OR AU OWED TO REMAIN
FINISH GRADE .... OVER THE POUTBALL.
ROOT BALL
PLANT PIT TO BE {L'} TWES THE
WIDTH OF THE ROOT BALL.
NATIVE 5ACKIll. WITH NO
ROCKS GREATER 114AN T
DIAMETER,
U 0ISMR8Et 'AT'VE,'OfL.
I�pTE4:
1, UNTANGLE MATTED ROOTS B, LoospuNG, A4LI, ROO' , &,TED E
OF ROOT SALL. 00 NOT CRACK ROOT 5ALL
CITY F RANCHO CUCAMONGA, CALIFORNIA
STANDARD OLAN
CONTAINER PLANTING
tATEJ Ia° WIN STA~,- SPECII'VA- TICNNS FOR PUBUC WORK-- comsTi3£IGfIo" I
353 t artF`F:7 t ULL
SIDEWALK
APPROACH ti f J I
S" CURB AND T , 1v I
II`&. GUTTY NTRk�...,hiH � EPd � ...
STRUCTURE eq•
T RAINShiTRM8,R VAULT,
tdCTE&
* 1, TREE SPACING SWL C>C *FORM TO PLANS APPROVED By THE CITY ENGINEER, '
2. ALL TREE$ aJN 'TTkie ROW, ARE SUBJECT TO LINE OF S ONT
CRITERIA A$ APPROVED BY TTArFIG FN4�;i'NEER.
3. 'MAINTAIN S FEET" FROM CENTER OF TREE TO EDGE ALL UNDERGROUND
FACIL ITIFS, IN ADDITION MAN TARN 6 FROM CENTER Of TREE E T'C ALL UTILITY
OWNED WATER & SEWER LATERAL LINES,
A, TREES SHALL NOT B51,00kT15D ON PROPERTY LIINE& MAItNTTAIN A[ PDXIMATELY
6 FROM tVN CR OF TREE TO SIT HER SID OF PROPERn' LINE,
:5, STREET TREES , ARESUBJECTTO INSPECTION AND ACCEPTANCE I BY THE
ENGINEERING, DiViSiON,
; STREET TREES SAALL AS PLANTED AND STAKED ACS ORDI£NG TO THE CITY
STAt,OARD PLANS,
CITY OF RANCHO CUCAMONGA, CALIFORNIA
€nrT y $TANIdFARI? PLW
3 } £„ TREE PLACEMENT
Ir
A't �I 77AT IAE WITH SIANIMO SPeCfM0AV FOR PUBLIC WORKS LO M Did'
Ar— I
Is I
COMPACTED
NATIVE SOIL
NCB T ESa
1, PRIOR TO PURCHASEIPLACEMENTT OF THE MULCH, THE CONTRACTOR SMALL
SUBMIT A SAMPLE TO THE (N$P5CT6R FOR APPROVAL,
2. MULCH AkOU1 D TREIEsANo SHRUBS AS PEIT CITY STANDARD PLANS ANo BLEND
INTO EDGES AT GROUND COVER AREAS,
3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COM PACTION€.
4. NO IR ULCI -I SHALL BE PLED OVER THE Rt 0TB LL OF A klOODY PLANT OR
ALLOWED TO REMAIN THERE,
CITY OF RANCHO U ONGA, CALIFORNIA
CE STRNDAA:I? 6�L;�I1
' x 1' MULCH' INSTALLATION
I
509
TR TC +' iiARD SIaECOCAM011"S FOR, pt KIC WORKS CONSTRUCTION�
LIMIT" OF PLAWER AREA
ONE HALF OF SPAcwo
PSOUIREMENT
DISTANCE EQUAL TO THE DGST,ANACE EQUAL TO T14E'
ON C E T SPAC aC QN CENTER SPACING
OF SPECIFIED SHRUB OF SPECIFIED SHRUB
DISTANCE EQUAL. TO THC ON CE -LATER
PACIFIC OF SPECIFIED SHRUB,
UNLESS SPECIAL CASE AS DESCRIBED
IN NOTE 4, BELOW,
,
1. A£LL SHRUBS AND GRC£UND t:O ER TO 85,,PLANTFD AT EQUAL
SPACING ('TRIANGULAR) UNLESS 0THER'MSE INDICATED ON
PLAN& SEE LEGEND D FOR SPACING REQUIREMENTS,
2. IfflHERE PLANTED AaJACENT'TO WALLS, WALKS, CURBS OR
SIK41LAR LiMITATIO", ALL SHPUI35 AND GROUND CO,,fEP
SMALL BE PLANTED: AT oNE -BALE' THE DESI I'.tATED SPACING
FROMSUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
3. SPACING REQUIREMENTS SHALT„ 00VERN T411,18 FIND,,. QUANTrnE,%
F PLANT MATERIALS, PLANT QUANTITIES INDICATED QN THE
LEGEND ARE ESTI MATES ONLY,
4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
SPEOPiED ABOVE, I ENIQTHENI 'rHE SPACING PAP,4LLEL 'Cep'
SIDEWALK. AFTER APPROVAL OF CITY INSPECTOR,'
CITY OF RANCHO CUCAMONGA, HR AND GROUND COVER W �
`
& SPACING
F '[AfE USE, WffH �TANOARD SPECIFICOOB.S FOR Pi.F£LT WMKi C�Tpw'TIO I
249W _ SHCrT € or I
1. THE CONTRACTOR SHALL CONSTRUCT THE PROJECT USING THE SPECIFICATIONS IN
THE CURRENT VERSION OF THE GREENBOOK FOR PUBLIC WORKS CONSTRUCTION. THE
SPECIFICATIONS BELOW ARE IN ADDITION TO THE GREENBOOK SPECIFICATIONS. IN THE
CASE OF ANY DISCREPENCY THE GREENBOOK STANDARD SHALL APPLY.
1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING
BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR
BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY
ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT.
2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS As
SHOWN ON THE DRAWING AND SPECIFIED HEREIN.
3. PLAN VERIFI : THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH
CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,
CONTRADICTIONS, ETC, THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THROUGHLY
AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY
SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY.
4. LICENSE: THE CONTRATOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR.
5. BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM To
THE CURRENT EDITION OF THE GREEN BOOK SPECIFICATIONS FOR CONSTRUCTION OF
PUBLIC WORKS PROJECT. INTERNATIONAL BUILDING CODE AND ALL APPLICABLE
GOVERNING CODES AND ORDINANCES.
6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
C014DITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE, WRITTEN DIMENSIONS
ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE
LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.
9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND
IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY
BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS,
10. PERMITS AND INSPECTIONS, THE CONTRACTOR SHALL OBTAIN, COORDINATE AND
PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.
11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR
FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNDER
OR GOVERNING AUTHORITY.
12. LIABLE FOR DAMAGE: THE CONTRACTOR WHALL BE RESPONSIBLE FOR ANY
DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION,
PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD
AGAINST DAMAGE.
13. LIABLE FOR ENCROACHMENT; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS
OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.
14. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND
FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER
LOCAL CODE AND ORDINANCES.
15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.
16. MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL
BE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOW
AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANY
SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS.
17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN
THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.
APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE
ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES.
18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY
THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS
DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN.
I �'i 11 1 : [11fli i
I 'limp 011111
1. REQUIRED FIELD OBSERVATION, WORK: THESE PLANS WERE PREPARED WITH THE
UNDERSTADING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN
ASSOCIATES TO PROVIDE 'FULL CONTRACT SERVICES INCLUDING FIELD OBSERVATION
SERVICES DURING CONSTRUCTION, FAILURE TOUSE PROFESSIONAL DESIGN
ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET
FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT
OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT
ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME
COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT
PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING
THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT
OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH
THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL
DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL
CLAIMS.
2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE
INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB
SUPERINTENDENT), THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB
SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)
HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION
OF THESE PHASES OF WORK IS AT THE CONTRACTORS RISK, WITH ANY REQUIRED
CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENCSE, THE OWNER (JOB
SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE
AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE.
3. JOB SITE MEETINGS AND REQUIRED INSPECTIONS:
A. PRE-JOB MEETING ON SITE - PRIOR TO COMMENCEMENT
OF WORK
B. DURING SOIL PREPARATION FOR PLANTING
AND IRRIGATION.
C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION.
D. ROUGH CONSTRUCTION PROGRESS OBSERVATION
(FORMING, ETC.).
E. AT COMPLETION OF SOIL PREPARATION.
F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS.
G. COVERAGE OF IRRIGATION SYSTEM.
H. COMPLETION OF WEED CONTROL.
I. PLANT MATERIAL SPOTTING CHECK,
J. GRADING CHECK PRIOR TO GROUNDCOVER.
K. COMPLETION OF PLANTING,
L. 30,60 & 90-DAY MAINTENANCE INSPECTIONS.
M. FINAL OBSERVATIONIPROJECT CERTIFICATION,
C. CONCRETE SPECIFICATIONS
PART I GENERAL
1.01 Description
For concrete information refer to the Standard Specifications for Public
'Works Construction (Green Book: Edition per the City of Rancho
Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as any other
sections related to the installation, per and post installation of concrete
work, materials, tabor, and clean-up. The Standard Specifications for
Public Works Construction is available from:
131 Building News
3055 Overland Avenue
Los Angeles, CA 90034
(310) 202-7775
1.02 Scope
Furnish and install all concrete work complete as indicated on the
drawings or as specified, including, but not limited to the following:
A. Furnish and set all reinforcing steel, bolts, and anchors.
B. Install all items required by other trades which are to be cast into concrete.
C. Concrete inow strips, footings for walls, fencing, posts, benches, etc.,
where applicable.
1.03 Protection
All finished concrete work shall be barricaded to pedestrian traffic for
three (3) days. Barricade shall be placed imediatety after concrete
finishing. Contractor shall furnish, place and remove all of his own
barricades. Contractor shall be responsible for any damage to new
construction and replacement or repair of the work shall be made without
added cost to the City.
1.04 Clean-up
Upon completion of all concrete work and before final acceptance, the
Contractor shall remove all tools, surplus materials, apparatus, debris, etc.
from the site and the site shalt be left in a clean, neat condition acceptable
to the City,
E. Copper Pipe and Fittings:
SPRINKLER IRRIGATION SPECIFICATIONS
Q. Miscellaneous Irrigation Equipment-,
1.
Pipe: Type K, hard tempered,
PART1-GENERAL
D.
Operation and Maintenance Manuals:
I . Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment.
2.
Fittings: wrought copper, solder joint type.
1.01
DESCRIPTION
1.
Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction, two hard-cover,
2. All miscellaneous irrigation equipment shall be as specified or approved equal,
three ring binders containing the following information:
3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solid-Lis at 1125 F, and liquidus
A.
Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System a's
a.
Index sheet which. states Contractor's name, address, and telephone number, and which fists each installed equipment and material
at 11450 F.
PART 3 - EXECUTION
shown on the Drawings and described herein..
item including names and addresses of manufactures local representatives.
F.
GateValves:
3.01 OBSERVATION OF SITE CONDITIONS
B.
Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the
b.
C.
Catalog and parts sheets on every material and equipment itern installed under this Contract.
Guarantee statement.
1.
Ball Valves (1112," and smaller)
A. All scaled dirriensions are approximate, The Contractor shall check and verify all size dimensions and receive approval from the
minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition.
d.
Complete operating and maintenance instructions on all major equipment.
City of Rancho Cucamonga prior to proceeding with work under this Section,
1.02
QUALITY ASSURANCE& REQUIREMENTS
a,
Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle.
2.
In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major
b.
Ball valves shall be Nibco T- 585-70-66 or approved equal.
B� Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for damages to
A.
Permits and Fees: The Contractor shall. obtain and pay for any and all permits and all observations as required.
equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion. of the project that this service
c.
All Ball valves shall be installed. per detail.
utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations.
has been rendered.
B.
Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers
2.
Resilient Wedge Gate Valve (2" and larger)
C, Coordinate installation of sprinkler materials including pipe, so there shall. be no interference with utilities or other construction or
of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications.
E,
Equipment to be Fumished:
a.
Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut.
difficulty in planting trees, shrubs, and ground covers,
C.
Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of
I
Supply as a part of this contract thefallowing tools:
b.
Resilient Wedge Gate valves shall be No. 619 RW w/ 2" operating nut as supplied by Nibco,
D. The Contractor shall carefully check all grades to satisfy himself that he may safety proceed before starting work on the irrigation
this work are hereby incorporated into and made a part of these Specifications, and their provisions- shall be carried out by the
a,
Two (2) sets of special tools required for removing, disassembling and adjusting each. type of sprinkler and valve supplied on this
C.
All Resilient Wedge Gate valves shall be installed per detail.
system-
Contractor, Anything contained in these Specifications shall not be construed to conflict with any of the above rules,
project.
G.
Quick Coupling Valves:
�.02 PREPARATION
regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials,
b.
Two (2) four-foot valve keys for operation of gate valves.
workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and
c,
Two (2) keys for each automatic controller.
1.
Quick coupling valves sball have a brass, two-piece body designed for working pressure of 150 P.S.I.
A. Physical layout:
regulations, the provisions of these Specifications and Drawings shall take precedence..
d.
One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve
D,
Explanation of Drawings:
installed.
2.
Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings.
I . Prior to installation, the Contractor shall size stake out all pressure supply fines, routin g and location. of sprinkler heads.
I
Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The
2.
The above mentioned equipment shalt be turned over to the City at the conclusion of the project. Before final observation can occur,
H.
Backflow Prevention Units:
1 All layout shall be approved by the City of Rancho Cucamonga prior to installation,
Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan hisvvork
evidence that the City has received material must be shown to the City of Rancho Cucamonga.
I .
Backflow prevention unit shall be of size and type indicated on the irrigation drawings, Install backflow prevention units in
accordingly, famished such. fittings, etc., as may be required to meet such conditions. Drawings are generally
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
accordance with the Drawings.
B. Water Supply:
diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts
between the irrigation system, planting and architectural features.
2.
Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and shall be similar to
I The irrigation system shall be connected to water supply point(s) of conn, ection as indicated on the Drawings.
A.
Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing PVC
Bailey #10013 or approved equal.
2.
All work called for on the Drawings by notes or details such be fitimished and installed whether or not specifically mentioned. in the
pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it
2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes
specifications.
to under bending or a concentrated. external load at any point. Any section of pipe that has been dented or damaged will be
3.
All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local
caused by actual site conditions.
discarded, and if installed, shall be replaced with new piping.
code. The Contractor shall. verify with the local governing body as to material type and installation procedures prior to
3.
The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the -field that
1.05 SUBSTITUTIONS
start of construction. Submit shop drawing for approval.
C. Electrical Supply:
obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in
1.
Check Valves:
I . Electrical connections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the
engineering. Such obstructions or differences should. be brought to the attentio ri of the City of Rancho Cucamonga. In the
A.
If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and
Drawings.
event this notification is not performed, the Contractor shall assume fall responsibility for any revision necessary.
Specifications, he may do so by providing the following informatiGn to the City of Rancho Cucamonga for approval:
I.
Swing check valves 2" and smaller shall be 200 po-und W.O,G, bronze construction with replaceable composition, neoprene, or
1.03 SUBMITTALS
rubber disc and shall meet or exceed Federal Specification WW-V--5 I D, ClassA, Type IV.
2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for m inor changes
1.
Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted,
cause by actual site conditions.
A.
Material list:
2.
Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless
2.
Provide descri ive catalog literature, performance charts and flow charts for each item to be substituted.
Pt
steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head, Anti-drain valve
3,03 INSTALLATION
1.
The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications.
3.
Provide the amount of cost savings if the substituted item is approved.
shall be similar to the Valcon "ADV" or approved equal.
A. Trenching:
NO substitution will be allowed without prior written approval by the City of Rancho Cucamonga.
J.
Control Wiring:
2.
Complete material list shall be submitted. prior to performing any work, Material list shall include the manufacturer, model number,
B,
The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal
I Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall
and description of all materials and equipment to be used. Although manufacturer and other information may be different,
to the equipment and materials listed on the Drawings and Specifications.
I .
Except as noted otherwise, connections between the automatic controllers and the electric control valves shall. be made with direct
follow layout indicated on tbeDTawings and. as noted,
the following is a guide to proper submittal forinat:
burial copper wire AWG-U.F. 600 volt. Control wiring installed in. control wire conduit within structure shall be made
1.06 GUARANTEE
with AWG-TW solid cqpper wire. Pilot wires shall be a different color wire for each automatic controller. Common
2. Provide far a minimum of twenty-four (24) inches cover for alI irrigation lines installed under paving or hardscaping,
Item No. DescriEtion Manufacturer Model No.
wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve
I
A.
The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and.
manufacturefs specifications and, wire chart, In no case shall wire size be less than #14.
3. Provide for a minimum of twenty-four (24) inches cover for all pressure suppl- lines of three (3) inches or larger in diameter,
y
Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system.
1 Backfiow Preventer Febco 925-Y-BV
2 Automatic Controller Calsense ET2000-24 -LR-RR
2.
Wiring shall occupy the same trench and shall be installed along tbe same route as pressure supply or lateral. lines wherever possible.
4. Provide for a minimurn. of eighteen (18) in. ches cover for all pressure supply lines of two and one half (21/2") inches orsmaller
B.
A copy of the Guarantee fibrin. shall be included in the operations and maintenance manual,
3 Master Valve Superior 310ORCV
4 Etc. Etc. Etc.
3.
Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of fifteen (15) feet.
5. Provide for a minimum of twelve (12) inches for all non-pressure lines.
C.
The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information:
Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire,
GUARANTEE FOR IRRIGATION SYSTEM
4.
An expansion curl shalt be provided within tl.]Tee (3) feet of each wire connection. Expansion curl sliall be of sufficient length at
6. Provide for a minimum cover of eighteen (18) inches for all control wiring,
connectors, valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information.
each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the
surface without disconnecting the control wires. Control wires shall be laid loosely in trench. without stress or stretching
7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads.
3,
Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the
We hereby guarantee that the irrigation system we have furnished and installed is free from defects in. materials and workmanship,
and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or
wire conductors.
B. Backfilling:
Contractor may be required to remove such materials from the site at his own expense.
neglect excepted, We agree to repair or replace any defects in material or workmanship which may develop during the period of one
5.
All splices shall be made with Scotch,-Lok #3576 Connector Sealing Packs, Rainbird Snap-Tile wire connectors., or approved equal.
4�
Approval of any item, alternative or substitute indicates only thatthe product or products apparently meet the requirements of the
year from date of acceptance and also to repair or replace any damage resulting flom the repairing or replacing of such defects at no
Make only one splice with each connector sealing pack.
I . The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated
Drawings and Specifications on the basis of the information or samples submitted.
additional costs to the City. We shall. make such repairs or replacements within a reasonable time, as determined. by the City, after
materials approved for backfilling, consisting of earth, loarn, sandy clay, sand, or other approved materials, fi-ee fi-om large
receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of
6.
Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of
clods of earth. or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent
5.
Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only
written notice from the City, we authorize -the City to proceed to have said repairs or replacements made at our expense and we will
Rancho Cucamonga.
undisturbed soil in planting areas. Backfill will conform, to adjacent,grades without dips, sunken areas, humps or other
supplement the guarantee,
pay the costs and charges therefore upon demand.
surface irregularities.
K.,
Autornatic Controller:
B.
REC01RD DRAWINGS:
PROJECT:
2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than one-half (V2) inch in size will be
1
Automatic controller(s) shall be of size and type shown on the Drawings.
permitted in. the initial backfill.
LOCATION:
I . The Contractor shall provide and. keep up-to-date a complete record set of bluetine ozalid prints which shall be corrected daily,
2.
Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga.
3, Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga.
showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of
SIGNED:
equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings
shall be kept on the site and shall be used only as a record set.
3.
Unless otherwise noted on theDrawings, the 120 volt electrical. power to each automatic controller location is to be famished by
4. If settlement occurs and subsequent adjustments in. pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary,
ADDRESSED:
others. The final electrical hook-up shall be the responsibility of the Contractor.
the Contractor shall make all required adjustments without cost to the City.
2.
The Contractor shall make neat and legible notations an the record drawing progress sheets daily as the work proceeds, showing die
PHONE: DATE OF ACCEPTANCE:
L.
Electric Control Valves:
C. Trenching and Backfill Under Paving:
work as actually installed, For example, should a piece of equipment be installed in a location that does not match the
plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original,
symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the
PART 2 - PRODUCTS
I
All electric control valves shall be the same size and type shown onthe Drawings.
I . Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer
original. record drawing plan at the proper time.
2.01
MATERIALS
four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, -using
2.
All electric control valves shall have a manual flow adjustment.
manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing
1
Before the date of the final observation, the Contractor shall transfer all inforrnation from the "record drawing" prints to a sepia
A.
Goner at: Use only new materials of brands and types noted on drawings, specified herein, or approved equals.
3.
Provide. and install one control valve box for each electric control valve.
adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining
grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work.
mytar or similarmylar material. Arrangements shalt be made through the city for obtaining said sepia mylar or similar
I
inytar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly'for
B.
PVC Pressure Main Line Pipe and Fittings:
M.
Control Valve Boxes:
2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of
use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffol & Esser, or Faber
sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost.
Castotl. The dimensions shall. be made as to be easily readable even. on the final controller chart (see Section C). The
"record
I
Pressure main line piping for sizes 2" and largershall be PVC Class 315.
1 .
Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-1213 with green bolt-down cover or approved equal.
Pen-nission to cut or break sidewalks and/or concrete shall. be obtained from the City of Rancho Cucamonga. No hydraulic
original mylar drawing" plan shall be submitted to the City of Rancho Cucamonga for approval. prior to the
2.
Class 3 15 pipe shall be made from an NSF approved Type 1, Garde!, PVC compound conforming to ASTM resin specification
Extension sleeve shall be PVC with minimurn. size of six (6) inches,
driving will be permitted under concrete paving.
completion, of the controller chart.
D1784. All pope must meet requirements asset forth in Federal Specification PS-22-70, with an appropriate standard
4.
The Contractor shall dimension from two (2) perinanent points of reference, such as building comers, sidewalk edges, road
dimension (S.D.R.) (Solvent-weld Pipe).
2.
Use 9-1&' x 16" x I I " rectangular box for all electric control valves, Carson Industries # 1419-1213 with green bolt-down cover or
3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads,
intersections, etc., the location of the following items:
3.
Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints.
approved equal.
D. Assemblies:
a. Connection to existing water lines.
4.
Schedule 40 pipe shall be made fTom NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification
3.
Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves, Carson Industries # 608-12 with green
flex-lock cover or approved. equal,
I Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a
b. Connection to existing electrical power.
D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70,
manner as
c. Gate valves.
d. Routing of sprinkler pressure lines (dimension max. 100' along routing).
5.
PVC solvent-weld -fittings shalt be Schedule 40, 11-1 NSF approved. conforming to ASTM test procedure D2466.
4�
Use 9-1/2" x 16" x I I " rectangular box for all electric contTol valves installed within on-grade landscaped areas. Carson Industries #
1419-12B with green bott-down cover or approved equal,
e. Sprinkler controt valves.
f. Routing of control wiring and locations of all splice boxes.
6.
Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation inethods prescribed. by the
5,
Use I On x 10- 1/4" round box for all quick coupling valves installed within on-structure landscaped areas. Carson Industries No,
g. Quick coupling valves.
manufacturer.
910-12B with green bolt-down cover or approved equal,
h. Stub-outs for future connections.
1. Other related equipment as directed by the City of Rancho Cucamonga.
7.
All PVC pipe must bear the following markings:
N.
Sprinkler Heads:
5.
On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of
Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of 'furnishing required
a.
Manufacturer's name
L
All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw,
information that may be omitted from the prints.
b.
Nominal pipe size
pressure, and discharge as shown on the Drawings and/or specified in these special provisions.
C.
Schedule or class
C.
Controller Charts:
d.
Pressure rating in P.S.I.
2,
Spray heads shalt have a screw adjustment.
diTy
DE00RIPTION OF REVI$110N DATE APPROVED
e.
NSF (National Sanitation Foundation) approval
I .
As-builts drawings shall, be approved by the City of Rancho Cucamonga before controller charts are prepared,
f.
Date of extrusion
3.
Riser units shall be fabricated in accordance with the details shown on the drawings.
CITY OF RAINICHO CUC / A \ V 0 IN G A
2.
Provide one controller chart for each controller sequence.
8.
All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P. S. schedule and NSF seal of
4.
Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body.
3,
The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will
approval.
5.
All sprinkler heads of the sarne type shall be the same manufacturer,
Pii'ii �,WDSCAp�
44 BASELINE ROAD
D. 0
allow.
C.
PVC Non-Pressure Lateral Line Piping:
Tract 18966
0.,
Sleeving:
4.
The chart is to be a reduced drawing of the actual installed system. However, in the event the controller sequence is not legible,
I
Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed in planting areas.
Signoture
MARC HOMES - RANCHO CUCAMONGA 8
when the drawing is reduced, it shalt be enlarged to a size that will be readable when reduced.
I
Steeving under bardscape or paved areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal,
Rene a[ Dat e
5.
The chart shalt be a black line or blueline ozalid. and a different color shall be used to indicate the area of coverage for each
2.
Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints.
I K i
Doti IRRIGAT101 \4 SPECIFICATIONS
print
P,
Vandal Resistant Controller Enclosure:
,
OF
station.
3.
Pipe shall be made from NSF approved, Type 1, Grade IT PVC compound conforming to ASTM resin specification D 1784. All pipe
±0 ROW 2016 - I MINIMUM
must meet requirements set forth in Federat Specification PS-22-70 with an appropriate standard dimension ratio.
I .
Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet.
1!APPRO,VED BY- DATE
All
6.
When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20
designs and ideas contained *1thin these 1 _N3
dro*'ings the P.Dk, dITY
mils.
4.
Except as noted in paragraphs 1, 2, and 3 of this section (2.0 1 B), all requirements for non-p.ressure lateral tine pipe and fittings shall
2.
A lyackboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller
ore property of ENOINEER RAE. No. 67614
Protessionol Design Associatm P.DA.
be the same as for solvent-weld pressure main line pipe and fittings as set forth in. section 2.0113 of the Specifications.
and terminal strip.
hereby reserves its common lo* copyeight DE016N REdog EN D E D
MWESSMUL
7.
These charts shall be completed and approved prior to the final field observation of the irrigation system,
1
and other property eights in these plans, RW
D.
Brass Pipe and Fittings:
3.
A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal conduit shall run. from the 117 volt
to the housing. All I
housi be
These plans shall not be reproduced. 11 E 8 1 1 N
changed. assigned, or copied in any form. DRAWN ASSOCIATES OHEET
Any
1.
Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-35 1.
supply controller power within the ir g shall property phased,
changes made by parties other than
PDA., *itpout first obtaining the *ritten RW L 8 9
IdHEdKED
4.
A terminal strip shall be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, master
Landscape Architects
permission and consent of P.DA, shall OF
.11.1 .
relieVe P.D-k of responsibility for the
2.
Fittings shall be red brass conforming to Federal Specification #WW-P-460.
valve, common, central control).
1793 W. A-w ffighway DRAWINO, N
project of effected portion thereof. UpYand, CafifoMla 91786-4297
CITY
(909) 949-61591 fa� (909) 985-3405 L
I-
PLANTING SPECIFICATIONS
PART 3 - SOIL PREPARATION AND FINISH GRADING
5.06 Installation,,
PART 8 - ACCEPTANCE OF PROJECT
3.01 Scope of Work:
Plant ground cover and bedding plants in moist soil and space as indicated on plans.
8. 01 General:
PARTI-GENERAL
A. Provide all materials and equipment, and perform all work necessary for and incidental. to the soil preparation and finish grading of
Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that
soil does not crumble when removing plants from container.
Upon completion of installation, a mainteriance period of a minimum of 180 days for all landscapedareas is required prior to
I �O I Scope of Work:
all planting and lawn areas as shown on plans. as reasonably implied, or as delineated in the specifications.
final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon.
Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all worh� as indicated on the
B. Furnishing, placement and. grading, of topsoil for backfilling of planters if required.
Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch
material shall be spread over the entire planter area after grade is established, Watering shall. begin immediately after mulching.
written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be
adequate to verify plant characteristics and establishment,
drawings, as reasonably implied, or as delineated in the Speci fications as follows.
(Grading shall accommodate the mulch)
C. Cleaning and fini sb grading of planters areas and planting areas.
A. Two inspections shall be rnade that affect the establishment period: The firs after all plantings have been completely
1.02 Standards:
3.02 Topsoil:
5.07 Protection:
installed in order to approve the beginning of the establislurient period, and the second at the end of the
establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective
All work and materials shalt comply with governing codes, safety orders, standards, and regulations, and meet the minitnum
requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition.
A. Existing oti-site soils listed as 'acceptable'under'Site Grading' specification,
Erect temporary fencing or barriers to protect planted areas frorn damage prior to final acceptance.
maintenance, then continue establishment until all work mects with the Specifications and can. be approved.
1,03 Quality Assurance:
B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay content of this soil
PART 6 - WEED ABATEMENT
shall be no greater than 15% by weight. The boron content of this soil shall be no greater than I part per million as measured
6.01, Scope of Work-,
A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of Catiforiiia.
on the saturation extract, The sodium absorption ratio (SAR) shall not exceed 3.0 millimobos per centimeter at 25 C� In. order
to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by
Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as
B. Contractor shall provide the Landscape Architect and the City with. a list of Subcontractors and Material Suppliers expected. to be
the project Landscape Architect for analysis prior touse, Result of testing to be delivered to City for approval. Soil test to
delineated in the specifications.
employed during the course of construction.
include analysis and recommendations.
C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction
3,03 Soil Amendments:
6.02 Quality.Assurance:
ContTact. The amount of insurance shall be determined by City.
All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor
A. The Applicator of all weed control materials shall be licensed bythe State of California as a Pest Control Operator and a Pest
Control Advisor in addition to any subcontractor licenses that are required.
D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion
B. All materials and methods must conforin to Federal, State, and Local Regulations.
dates. Contractor shall also supply the Landscape Architect and. City with the name and telephone number of the person in
3.04 Soil Preparation:
charge of the work..
All work on irrigation system shall be complete and inspected for recommended approval and, fine grading completed, prior to
6.03 Submittal:
1.04 Responsibilities and Coordination:
rototilling and prior to soil amendment work.
Prior to the installation of any weed control materials, the Landscape Contractor shalt submit to the Landscape Arr-hitect/City a list
A. Pen-nits: The Contractor shall obtain and pay for all permits and inspections required by goveming authorities for the work to be
After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12". All rock
of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the
site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect
performed.
and debris more than 2" in diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and
and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed
debris more than I " in diameter shall be removed.
varieties present.
B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to
commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities
Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after rototilling is
6.04 Responsibility and Coordination:
prior to stat t of work.
complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area:
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, electrical
4 cubic yards of nitrolized Redwood or Fir shaving or equal.
A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and
to notify the public.
power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the City
200 lbs. of Gro-Power or approved equal.
and other contractors on the job site.
The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may
B. No material ormethods shall affect the landscape planting orhydroseed germination. No matcTial or rnethod shall render the job
D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference points and elevations
change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore,.
site unusable for more than 10 days from date of application.
required by him, and shown on plans for proper execution of site construction.
the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall
6.05 Non-Selective Herbicides:
be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of
E. Traffic: The Contractor is responsible for all temporaty traffic barriers and detours required by him far the construction of the
the soil test to be provided during the Pre-construction job conference.
Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor)
project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities.
3.05 Finish Grading:
6.06 Selective Herbicides:
1,05 Defective and Unauthorized Work:
After ratotilling operations are complete, grade areas to establish finish grades for planting, All -now lines shall be maintained and
Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor)
All. work -which is determined by inspection to be defective in its constTuction or deficient in any of the requirements of the plans
proper toterances shall be met after settlement at the end of the project maintenance period.
and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the
6.07 Weed Eradication:
Landscape Architect and City.
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change.
If in the opinion of the Pest Convol Advisor, perennial grasses and weeds existing in. the planting areas will require control. prior to
1.06 Inspections:
3.06 Coordination:
removal, spray these areas per Pest Control Advisor's recommendations,
The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to
Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and
A. Pn*or to the installation of the irrigation. system remove and. clear all weeds and. deleterious materials from planting areas,
time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the
planting. (See Weed Abatement section).
inspection pertaining to the project scope of work will apply:
Allow herbicide to kill all weeds, Rake or hoe off all. dead weeds to a depth of I" - 2 below the surface of the soil. Physically
PART 4 - TREE S AND SHRUBS
remove all weeds from the site.
Rough Grading.
Drain Lines and Catch Basins.
4.01 Scope of Work:
PART 7 - LANDSCAPE MAINTENANCE
Irrigations (main line pressure, coverage & system operations test).
Soil Preparation and Finish Grading.
Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as reasonably implied and as
7.01 Scope of Work:
Plant Material (delivery & placement).
delineated in the specifications.
Substantial Completion Inspection (at completion of landscape improvements) - 7 Days.
Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably
Final Inspection (after maintenance period) - 7 days.
4.02 Products
implied or as delineated in the specifications including, but not limited. to the following-
A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint
The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of seven (7) days
Committee on Horticulture, Except for names covered therein, the established custom. of the nursery is followed.
Maintain all plants and planted areas.
prior to the beginning work.
B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect
Keep planted areas free of weeds and debris.
Prime trees and shrubs.
1.07 Guaranties:
pests, or their eggs, and shall have healthy, noirrial root systems, well-filling their container, buy not to the point of being root
Fertilized all plants and planted areas.
bound. Plants shall not be pruned at anytime, and in no case shall trees be topped.
Irrigation,
A� Plant Materials: All trees. shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of
Insecticide spraying.
landscape construction for periods as follows:
C. Trees and shrubs shall. be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and
caliper normally associated with the container size specified on plans. Removal of all tags, labels, mirsery stakes and ties from
7,02 Fertilizers:
Trees 24" box & larger I year
all plant material prohibited until the approval of the Landscape Architect Or City.
Trees 15 gal. & smaller I year
Shrubs All sizes 120 days
D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the
A, Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated
herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744.
Ground Cover 120 days
planting plan wrill not accepted and will be replaced at Contractor's expense.
Bedding Plant 120 days
Lawn (sod) 120 days
E, Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown in
B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen, and 24% sulfur and shall be registered as an agricultural
miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the
Lawn (seed) 120 days &om first mowing
containers for at least one (1) year, but not over two (2) years.
Agricultural Code.
Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor
F. Substitutions - Substitutions for indicated plant. material will be permitted provided the substitute materials are approved in advance
7.03 General:
shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from
by the City, and are made at no additional cost to the City. Except for authorized variations, all. substitute plant materials shall
receiving written notice froin the Landscape Architect or City. If dead material is not replaced and planted within tile 5 day
conform to the requirements of these specifications.
Maintenance shall start immediately after landscape irrigation and planting,
period,, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred.
G. Plants Not Agploved - Plants not approved are to be removed from site immediately and replaced with suitable plants. The City
Maintain all plants and planted areas an a continuous basis as they are installed during the progress of the work, and continue to
B. Construction Materials� The contractor shall guarantee all workmanship and materials for all site development, for a period of one
reserves the right to reject entire lots of plants represented by defected samples.
maintain them until final acceptance of total project, Replace any dead or dying plants as directed bythe Landscape Architect and
year from date of final acceptance of project.
I
City representative,
H� Stake all trees, as p er details immediately after planting to prevent wind damage,
1.0:8 Material and Labor Releases:
L Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar
A� Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in ahealthy condition.
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials releases for all. work
days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be
Irrigation system run-off shall be kept to a minimum. Damage to irrigation systern resulting from. maintenance and equipment
and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the
performed under Site Development.
excavated as defined on appropriate details.
irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished
1 �09 Disposal and Clean-up:
4.03 Soil. Amendments:
without written permission from the City.
Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or
Soil amendments shall be as recommended in theAgronomic soils report
B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals -not to exceed 10 calendar days.
encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus
The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
materials flom the site and leave premises in a neat and clean condition, Clean up and remove all remaining debris and surplus
4.04 Trees Stakes:
materials upon completion of work, leaving the premises neat. and clean. The site shall be cleaned upon the request of the inspector.
C. Pest Control: Spray all. plants and planted areas at beginning of maintenance program and as may become necessary thereafter by ail
Tree stakes shall be lodge pole pine tree stakes, See tree staking detail on plans for further information.
approved. method of pest control, to keep all plants and planted areas free of insects and disease, Method shall be reviewed by
PART 2 - EXECUTION
PART 5 - GROUND COVER AND BEDD NIG PLANTS
the City prior to any applications. Pest Control shall include Gopher control.
2.01 Protection:
-for allowed
5.01 Scope of Work:
D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune
Keep all plant material. delivered. to site in a healthy condition planting. Plants shall not be to dry out. Bare root stock
plants as directed or as may become necessary until the end of the maintenance program.
shall be separated and heeled-in, in most earth Or other suitable material until planting. Balled and burlapped plants shall have root
ball covered with moist sawdust, wood chips or other suitable material until planting.
Provide all materials and equipment and perform all work necessary for and incidental to installing all grolmd cover and bedding
Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even
DE$CRIPTIO�N OF REV101ON DATE
L APPROVED
plants, as shown on plans, as reasonably implied, or delineated in the specifications.
appearance. Exterminate gophers and moles; repair damage.
2.02 Installation:
5.02 Bedding Plants-.
CITY OF RANCHO CUCAIVIONGA�
Detailed layout of plants within. the planting areas shall be performed by Contractor and approved by the Landscape Architect and
City prior to planting,
Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on
WDsCAP,,
BASELINE ROAD
plans.
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture:
Tract 18966
5.03 Ground Cover:
Native, On-Site Soil with rock no greater than 3" in diameter
no Ure
ILIRC HOMES - RANCHO CUCAMONGA 8
Gro Power Plus, 5-3-1 15 lbs/cy
Ground Cover: Provide ground cover of the species shown. on plans. Ground cover shall be established and well rooted in flats or
111,e
Rene of Dote
Iron Sulfate 2 lbs/cy
similar containers.
1570117231ae
Date
PLANTING SPECIFICATIONS
OF
ROW 2016-j2O.Q96
(To be used for bidding purposes only, verify with Agronomic Soils Test.)
5.04 Mulch:
-C!'O
11 APPROVED BY: DATE 02 1611110-
After backfilling, construct a 3" earthen berin to form watering basin around each plant, to allow thorough water-in and
Mulch: Shall be 4" 'Wood Chip Mulch'- Available from Burtec. Submittal required prior to installation,
All designs
dro*sngs
and ideas contained Vithin these
are the property of P.D.A.,
1
i IdITY EN64NEER RAE, No. 67614
establishment.
5.05 Coordination:
Professional
hereby
and other
Design Associates. P.D.A
reserves its common to* copyright
property rights in these plons.
.......... ... .
DENION REdOMMENDED
PRIVEMMIL
RW
Prior to installation of turf and ground cover, remove water basins from around trees and s hrubs. Berms in turf areas to be removed
These
plans shall not be reproduced,
I E 8 1 GN
prior to City acceptance.
A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist
in location from the other damaging
changed.
assigned, or copied in any form.
DRAWN ASSOCIATES OHEET
and place a sheltered protected sun, wind and elements.
Any changes
PDA,
mode by parties other than
Without first obtaining the *ritten
RW
B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover
issrion
perm'
of P.DA,
and consent shall
Landscape A OF
planting.
relieve
project
P.DA of responsibility for the
of effected portion thereof.
CHEdKED 1793 W. A-w HighMy DRAWINO No.
Upland, Caftforria 97786-4297
C" I T Y
(909) 949-6159 / faX (909) 985-3405
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