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SPEC& FOR MATERAL.,
901 COMPACTION REOURM
1 PIRE�oll
E ERAL UNE.
PURPLE SCH. 40 SNAKE PME IN
+ PRESMAE SU"LY 04E
PURPLE SCH, 401CL� 3115 SNAKE
PIPE it TRE
C N't WIRES 0`0 I'D-,
D
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AN; TAN,'lP*`, AT 1, 5----
I i INISTALL ADJACEW TO
N
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SEWING AND SHADIN
NOTE,
I AIWA-�,i
10 E 9000 CHJI`ill�� �--`E
DO',, �`� T 11,N', DIRE T!,,
'N RROL
1 P AL A 0 L-0- w AT -L'A Ni, S- C
2. PRESSURE "PLY LNE: 2 1/21' ANDS'MALLER 18"" M-1 DEPTH
3" M' LARGER24"I": k4 DIEPTII
M
,A,
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(Sin PSF-t P N)
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8
K.
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THR A, FTl*TfNGS SHALL BE SCH. 80
CONT h A
+
CLASS 200 PR
R TOP S44LL T
BELLED AND
fi ATION
TO EXIST
(SIZE PEA PLAN)
Go TED
'j
�YSTEMI AT TH4S �12 1/
------------------------- -------- ........
APPROXIMATE LOCATION
,rl:y drive SCH 4 SLEEVE PAESSU;RE; 1 533 SHEET 5
Hl DIA.. OF PIPIE�
JW X T iE
j.rb face It* CY
-------------- ---------------- ----
T-560-8,-�R4 01"R00"N., ZZE GIA -TE VAALV" W,4111111TH 4, N -a-,- SON NVIl"E"T Si 8 SHEET 6
(SIZE PER MAINLINE LINE SVE)
PNSTALL IN PLANTER AREAS TYPJC&,
.... ....
-T 5
NTE'l A
'R`,`EA--,S-,,, WHE EV R P -8-1-` 181"LE.C.", TIE. 81 on,"'x. a. HALl " L-1, S' -D- WA H -l", N E
U L 8OX. fNSTALL IN! PLA
NEW iP L 540 SHE
i��, H f, L
AR E ARE ADDITI, To 80xE-S sz, ON� PLANS COWW
INSTALLED: fNH, ON
,u
Sl H, M�JJA 5 TWENTN
ADDtTIONAL BOXES AS NCFtED PER WTRE, CONWtT NOTE.
OR
�N -E
N LL A`1 JUST ANDOR ADD SPARY HEAM AS Dt M P"', DE t ft�
CH
4' K V,,A.,',,L
ZE ,E
SN' ED
RS
20 /:S,-,,, H-- �ET 6
,N
E E r;0lN--,JTR0L VALVE WT HA s 15 0 5
IE -C i MAMH� THE NEW SPR"
ANBFRD Cp-B.-P --D R M -
t00% HEAD TO HEAD COVSM0 01 ITRA s-- H-I'AL, I L E, F " 8
ONSM FROMLOW 14EAD: DRAWAGE. 'pu
44
F T
Pffi -, F-TATI, A" 0 ST MTALL:l PLANTER AREAS - r IC
HEA WTH THES, E TYPEE, G-21"'PM, ANUI X1,
EXIS-71pQ
'0111,161plikin BRAIN 1 T F
-E
SPRAY HEAD& CONTRACTOIR SHALL ALSO ADjUST SLE IN 1 -G -H -01,
MINNOW
A
Ei
LODC�`K
- V "n
G IpLm.
0 j%,D�
44 LRC
NN QUI K COU L�iR W if YE, 1,10"ll Win' R11 5,1�. SHEET 6
�:NEED PER
H111--- AND L-AlERALL!"NE," G
lot
I N,
�,S- TALL IN;PLANTER AREAS - TYPICAL
WIRE SPLICE BOX
co, NOTEI�
ip i i i:
T TO` SR
LL 0 THE C" OF RANCHO C�� UCAMONSA �f' R
MON- NJ ttK I l-1----.--l--.--.l. 0 10; 4W a T 0
�AS -0 GENERAL IRRIGA 1; N :NO TES
F R, C' R,
... .. ............
'S, DETAI
ALL ONENMNS & 0 El"Y THi`.E---' CONN,-,
NOT' E- LS ANDA, DITtONAL IN, F ON.,
.. . ..... ...... R","Fit, �D 8
ON 1,D S, 1, 5 L BE VE E
NOR;
-00
ON TtE SIT'
p
:MGHT OF WAY NOTE
i
.......... . . . . ....
'ROU
2. A ES OR �OMFMONS SHALL BE 8 GHT TO THE
8Taw:9mL�PH;,'l.N-- T H �-;P�, U-190 "Ic
CO -11 NX, "T" RR-AiCTOR 8-- MAU C R001 W,
UAN ARCHtTECTS ATMNTION PRfOR TO WORK
il"ERV
RR TtON PLAN IF
3. T�� DIAGRAMMATIC. ALL PtPE, VALVES, ETC.. SHOWN.
WTHN PAVED AREAS ARE " PLAN GLAR-1.1 iiC -ATff
()N N LY AiNk. 0 S"Hi-A-ALLS
tiNSTALLED WITHI PLA ING AREAS, WHEREVER POS&SLE.
4t DO NOT WILLir- .,,; ILL :1 11 RGATt AS t N A TE D ON
FULI Y; NSn"'T AmiLL THo, El R- 11, SY. -S-TEM.,
Oamus; IN T- LD THAT U N
7-4
THE �S- W, H -E--,, N-,,,,, IT fi S- HE FIE
�H
HARDSCAPING (S; Oss R -NCCE �E
E. NOTE 4) T UCTPONS OR GRADE DI, FERE S � XIST ��S B
T
-T
T TO THE A NTION 0 THE DS� RICTS REPRESENTA-TWE. W
E EVENT THAT TFHS NOTWfCATIONI NOT PERFORMED, THE
2- 11Y FOR, R--,'EVtS,-0,,N,4
�7�7 0 st
4. �-- 1 41 4., CONTRAGTOR� MUST AMME FULLRESP
7;a
Es"a
PQ
-A Y�
R
N.
A `0
x
�,P TIT `E
FY
CONNECTOR OR EQUAL
RES
t G- TRACTOt, Sl ALL VERT ALL PRESSLJHP, -ON SITE
5� TH IG TO
p'Ail" Ili- - y
TATI OF
S"IE
F THED[S REP:RE'- N VE
IOR TO COr TRUC
TR
? ez IL, S
WtRE SERVIC, E �LOOP (LOOP ANY DISCRE PANC
x
EIN UGH WfRE To EXTEND vVW
BUNDLE fr ADWE GRAM)
Ht POON&BILITY OF T"H;,E "-HGATt� irwit�RtACT0113 TO ------
1 6. ITIS T RQ
7� MWILIARIVE H-1 �S I OCATION
FA WITH ALL GRADE DIFFERENCES, SLOP E
N CIU:jr!
L
it"t - -- 0 I'D
OF WALLS, RETAM
S ET,-..,,. H1,E'S
SPLI BOX Ct W"� 14N ''M� LS R--,�,B' C H,,;A--LL C r OR.," 'INATE ALL
CLEAN WKFILL SEE LOCKPNGr TOP ETCWD &B,
His WOR (WITH THE GENERALGONTRACTOR AND OTHER
ol
Ll SPMS. FCP MATERIAL.
B
SU -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUG
PA'VWG AND STRUCTURE&
OM COMWTION FOUIAR, D F
AN VU1114 UNDER P DSz9
AT' LEAST TWO D
WPM YOU DW
'k
7� MAIN I -P TWEENT POINTOFOONNECTM METERAND
AT GRAM lN LAVVN AREAS
41111E Pt iNG BE HE
00VIDE;S" m"IN I PLAt BACKFLOW PREVENTER TO BE OF MATERiAL AS REQ J."RED BY G-
� RR OF SAND
N
INA�Mp MRTQV�T ''A -A
P BEDS
BEDDING ANDL DI"
CONTROL WIRE KEEVE -
S I ZEP,,E, PL, N: 1"NS---
ADJACE- PR s
S PLY LFNIE
U
A
PRESSUM MIPFq-Y LNE
E E - TW E
DiAMETER OF PRES"E
S,
_u FLY LINE
-p
?;i lti 7 S."'.... ,�'U-
E 'Al
E RE
N P R1,1,".
12
CIA
24 V LT I NN �S. T ED A
BUNDLED AT IS FT, tNTER"LS
2 CU, FT, PEA 0 L
symiBl
M
RA I N D
M, 0 L DEGREES TYPE .... wiffin . ... .. ....
igxx-_s P, 180 Pop-up .20
PSI
30
RADIUS
2 -5
DTL-RER
SHE T 6
7,53-9- E
11 8XVIN—S 910 POP -U- ,,"P 29
30
61-8,
537, 539 / SHEE T6
0,--
RAF
laxx-s PRS -m --�OH 1810 p -UP W52
30
6,
537, 539 / SHEET 6
R, A
lsxx-s p p 90 po 3
30
'o
537, 5N S -ET 6
RAI
181XV"X�, SQ,
;AM P -,M -iOH 1810 P -UP 19
9 40.
537, 5N SHEET 6
RA -11
-12H: 1810 po _u'll"p, 1.3
30
1111-1:20
5375 539 SWEET 6
LU.......
.....
:R IN 0
-R MP` -R- 150
1 MX--SM� Fl, 9110 Pop�up .92
30
113-1,5,
5377 539 SHEET 6
RA
PRIS MPR -15H U-11
18xks 18 P. P"; �p 1.81
30
1 3p- 150
5375 639 SHE51 6
R, A
1- COWRACTOR SHALL MATOHNN IR K)N SPRAY HEADS AND aODlt�S WITH LIKE, 'MMAT MAlOWNG EXISTING SPRAYS,
2� CONTRACTOA SHALL USE 12" PCPAPS tN PLANTINO 4REAS AND 6"POP-L 'IN TURFA
Qn (D EXISTFNG SMAY M A --,-,.D TORE IN. PROTECT IN, PLACE
N PRC C
:m TE T INPL
IE Al
EX[t., �,,"TINGLAT L UNE TO R
u
�T
0
(E)
EXtST!" MAI
NG
1��` N-,- REMAII T IN
C PLACE.
04
Rv�c_
H 40 1 1/2" &,S-tW B NM; M� El''SSURE LAltAAL LH4� �"T`:H
532, 533 SHEET 5
SGH. 40 FffTff4GS. THIREADELD FITT 06-S L
SE SCK 80
�(SIZE PER PLA
C 315 2" A LA :N0N-M`."..',`E8 -A W H:
$CH. 40 FITT GS, THREA-D-DIE"l Ft SE-14AA L
01-iE 83`01'11K 80
(SIZE PER PLAN)
Ift a* soft
P.V.C.
C SS 315 R, S- �M NLINE ZTHRRI
P U 4
53Z 533 S14EET 5
TH, E F IN' SH, RtE S H.
(Sin PSF-t P N)
�p RK
A 'LAN;
A'
dl,F 551
0- --- — ---- 0
14, % 52 T, � i
�,-26 J 3
8
K.
V
THR A, FTl*TfNGS SHALL BE SCH. 80
CONT h A
+
CLASS 200 PR
R TOP S44LL T
BELLED AND
fi ATION
TO EXIST
(SIZE PEA PLAN)
Go TED
'j
�YSTEMI AT TH4S �12 1/
------------------------- -------- ........
APPROXIMATE LOCATION
,rl:y drive SCH 4 SLEEVE PAESSU;RE; 1 533 SHEET 5
Hl DIA.. OF PIPIE�
JW X T iE
j.rb face It* CY
-------------- ---------------- ----
T-560-8,-�R4 01"R00"N., ZZE GIA -TE VAALV" W,4111111TH 4, N -a-,- SON NVIl"E"T Si 8 SHEET 6
(SIZE PER MAINLINE LINE SVE)
PNSTALL IN PLANTER AREAS TYPJC&,
.... ....
-T 5
NTE'l A
'R`,`EA--,S-,,, WHE EV R P -8-1-` 181"LE.C.", TIE. 81 on,"'x. a. HALl " L-1, S' -D- WA H -l", N E
U L 8OX. fNSTALL IN! PLA
NEW iP L 540 SHE
i��, H f, L
AR E ARE ADDITI, To 80xE-S sz, ON� PLANS COWW
INSTALLED: fNH, ON
,u
Sl H, M�JJA 5 TWENTN
ADDtTIONAL BOXES AS NCFtED PER WTRE, CONWtT NOTE.
OR
�N -E
N LL A`1 JUST ANDOR ADD SPARY HEAM AS Dt M P"', DE t ft�
CH
4' K V,,A.,',,L
ZE ,E
SN' ED
RS
20 /:S,-,,, H-- �ET 6
,N
E E r;0lN--,JTR0L VALVE WT HA s 15 0 5
IE -C i MAMH� THE NEW SPR"
ANBFRD Cp-B.-P --D R M -
t00% HEAD TO HEAD COVSM0 01 ITRA s-- H-I'AL, I L E, F " 8
ONSM FROMLOW 14EAD: DRAWAGE. 'pu
44
F T
Pffi -, F-TATI, A" 0 ST MTALL:l PLANTER AREAS - r IC
HEA WTH THES, E TYPEE, G-21"'PM, ANUI X1,
EXIS-71pQ
'0111,161plikin BRAIN 1 T F
-E
SPRAY HEAD& CONTRACTOIR SHALL ALSO ADjUST SLE IN 1 -G -H -01,
MINNOW
A
Ei
LODC�`K
- V "n
G IpLm.
0 j%,D�
44 LRC
NN QUI K COU L�iR W if YE, 1,10"ll Win' R11 5,1�. SHEET 6
�:NEED PER
H111--- AND L-AlERALL!"NE," G
lot
I N,
�,S- TALL IN;PLANTER AREAS - TYPICAL
WIRE SPLICE BOX
co, NOTEI�
ip i i i:
T TO` SR
LL 0 THE C" OF RANCHO C�� UCAMONSA �f' R
MON- NJ ttK I l-1----.--l--.--.l. 0 10; 4W a T 0
�AS -0 GENERAL IRRIGA 1; N :NO TES
F R, C' R,
... .. ............
'S, DETAI
ALL ONENMNS & 0 El"Y THi`.E---' CONN,-,
NOT' E- LS ANDA, DITtONAL IN, F ON.,
.. . ..... ...... R","Fit, �D 8
ON 1,D S, 1, 5 L BE VE E
NOR;
-00
ON TtE SIT'
p
:MGHT OF WAY NOTE
i
.......... . . . . ....
'ROU
2. A ES OR �OMFMONS SHALL BE 8 GHT TO THE
8Taw:9mL�PH;,'l.N-- T H �-;P�, U-190 "Ic
CO -11 NX, "T" RR-AiCTOR 8-- MAU C R001 W,
UAN ARCHtTECTS ATMNTION PRfOR TO WORK
il"ERV
RR TtON PLAN IF
3. T�� DIAGRAMMATIC. ALL PtPE, VALVES, ETC.. SHOWN.
WTHN PAVED AREAS ARE " PLAN GLAR-1.1 iiC -ATff
()N N LY AiNk. 0 S"Hi-A-ALLS
tiNSTALLED WITHI PLA ING AREAS, WHEREVER POS&SLE.
4t DO NOT WILLir- .,,; ILL :1 11 RGATt AS t N A TE D ON
FULI Y; NSn"'T AmiLL THo, El R- 11, SY. -S-TEM.,
Oamus; IN T- LD THAT U N
7-4
THE �S- W, H -E--,, N-,,,,, IT fi S- HE FIE
�H
HARDSCAPING (S; Oss R -NCCE �E
E. NOTE 4) T UCTPONS OR GRADE DI, FERE S � XIST ��S B
T
-T
T TO THE A NTION 0 THE DS� RICTS REPRESENTA-TWE. W
E EVENT THAT TFHS NOTWfCATIONI NOT PERFORMED, THE
2- 11Y FOR, R--,'EVtS,-0,,N,4
�7�7 0 st
4. �-- 1 41 4., CONTRAGTOR� MUST AMME FULLRESP
7;a
Es"a
PQ
-A Y�
R
N.
A `0
x
�,P TIT `E
FY
CONNECTOR OR EQUAL
RES
t G- TRACTOt, Sl ALL VERT ALL PRESSLJHP, -ON SITE
5� TH IG TO
p'Ail" Ili- - y
TATI OF
S"IE
F THED[S REP:RE'- N VE
IOR TO COr TRUC
TR
? ez IL, S
WtRE SERVIC, E �LOOP (LOOP ANY DISCRE PANC
x
EIN UGH WfRE To EXTEND vVW
BUNDLE fr ADWE GRAM)
Ht POON&BILITY OF T"H;,E "-HGATt� irwit�RtACT0113 TO ------
1 6. ITIS T RQ
7� MWILIARIVE H-1 �S I OCATION
FA WITH ALL GRADE DIFFERENCES, SLOP E
N CIU:jr!
L
it"t - -- 0 I'D
OF WALLS, RETAM
S ET,-..,,. H1,E'S
SPLI BOX Ct W"� 14N ''M� LS R--,�,B' C H,,;A--LL C r OR.," 'INATE ALL
CLEAN WKFILL SEE LOCKPNGr TOP ETCWD &B,
His WOR (WITH THE GENERALGONTRACTOR AND OTHER
ol
Ll SPMS. FCP MATERIAL.
B
SU -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUG
PA'VWG AND STRUCTURE&
OM COMWTION FOUIAR, D F
AN VU1114 UNDER P DSz9
AT' LEAST TWO D
WPM YOU DW
'k
7� MAIN I -P TWEENT POINTOFOONNECTM METERAND
AT GRAM lN LAVVN AREAS
41111E Pt iNG BE HE
00VIDE;S" m"IN I PLAt BACKFLOW PREVENTER TO BE OF MATERiAL AS REQ J."RED BY G-
� RR OF SAND
N
INA�Mp MRTQV�T ''A -A
P BEDS
BEDDING ANDL DI"
CONTROL WIRE KEEVE -
S I ZEP,,E, PL, N: 1"NS---
ADJACE- PR s
S PLY LFNIE
U
A
PRESSUM MIPFq-Y LNE
E E - TW E
DiAMETER OF PRES"E
S,
_u FLY LINE
-p
?;i lti 7 S."'.... ,�'U-
E 'Al
E RE
N P R1,1,".
12
CIA
24 V LT I NN �S. T ED A
BUNDLED AT IS FT, tNTER"LS
2 CU, FT, PEA 0 L
cda
z
5
Z
z
'CL
z tl
z
M
z
bo
9111
Z] .
SCH 180 PVC NIPPLE
(NIINIMUM 2" LONG)
SCH 80 NIPPLE- 6 LONG
MARLEX 900 ELL
NON-PRESSURE.
LATERAL FITTING
NON-PRESSURE LATERAL LINE
SCH 40 PVC
T X T 90'0 ELL
MARLEX:900 STREET ELL
'04
La
m
F_
z
z
m
z
z
Lu
SCH 80, N[P:pt" - 6" LONG
MARLEX 900 STREET ELL
NOTE.-
Am
SCH 40 PVC 9100 STREET ELL
N Io ;R
:N-P ES,S RE
LATERAL FITTING
N01 -PRESSLIRI LATERA: LINE
CARSON MOOEL 9101 101' ROUND
PURPLE BOX WITH Ll ETCHED
"QCV"
STRUCTURE OR
AND STAINLESS S
TEEL: LT�
BO
HAR: SCAPING
FIX SH GRADE
AT GRADE IN TURF AREAS
N I
61"MIN.
3 1: N NON-TURF AREAS
L -1
----------
NELSON QCV \MTH
I.
-------- .......
SCH 80, N[P:pt" - 6" LONG
MARLEX 900 STREET ELL
NOTE.-
Am
SCH 40 PVC 9100 STREET ELL
N Io ;R
:N-P ES,S RE
LATERAL FITTING
N01 -PRESSLIRI LATERA: LINE
CARSON MOOEL 9101 101' ROUND
PURPLE BOX WITH Ll ETCHED
"QCV"
STRUCTURE OR
AND STAINLESS S
TEEL: LT�
BO
HAR: SCAPING
FIX SH GRADE
AT GRADE IN TURF AREAS
N I
61"MIN.
3 1: N NON-TURF AREAS
L -1
----------
NELSON QCV \MTH
LOCKI: G PURPLE CAP
MODEL 764,5 (3/4 "Mi)
SL
N:EL ON #7641 QCV KEY,
AND (1) HOSE S\AARVEL,
STAINLESS S- TEEL
4w,
SCREW CLAMLP
2 MINIM�UM (3:) PLACES
z
34" W ASHED
_0 CRUSHED 71
AGGREGATE BASE
z
1, 4,
PLE
SCH 40 BRASS NIPPLE
24" LON,
SIGNATURE
1211=1311-- 15
RENEWAL DATE
06-22-15
DATE
CITY
DESCRIPTION OF REVISiON DATE
APPROVED:
ML,
STREET IMPROVE ;ENT PLANS FOR
f I
LA N
LA NL'"j S U/-N A P IRRIGATIU/N
APPROVED BY:
CITY ENGL:
53672
RCE+
IN E E R
DE I y BY- ECOMMENU
iv
IN TED DESIGN GM, LLP.
DRAWN SHEET
ArdiWdUm & Plmmg
SUj, -d CA. 91796
130 Monte ita Ave, t� �6 pplm
09-946- Facsim
6400 ile: FOB�-946-64,66
J v To
id D, kmet
CHECKED
R. R C.E. NO DI AWIN NO.
Bmp L23194
DATE FILE NO