HomeMy WebLinkAbout3758-92782
WE
QF CAV
OWN CHK
MMIMIRD
DATE 09/23/04
JOB * 04-042
OF 14
N
130X TO 5m PLACED AT RICw4T AwjLI1 TO
�
�4ARCGCAPIZ VZW W/ VALY2 0 LTC 490 IN Lith
W
-- GEAR OR i VEN
12"X18" PLASTIC 95OX AND COYRR WITH
SH RU5 ROTOR
LOGS TOP
CURL Typo 15DIPANSiON LOOP (MIN.24")
�"MIN PVC RIS ,�
WATERPROOF WIRE CtGN�tNEGTrON
VIM
VALVE BOX W/ LOCK
CHRISTY'S 1.0 TACE CST ) As NOTED
0
i N i �
FSH
CURE TO eOLENOit7 PIGTAIL
FINISHED GRADE
o0
Ct3
GRADE GATE VALVE
=w=u.t lL►=�.u= >=Lu zu =u
11-1 I--1- � 11.11-
I 1111 11-111= 1� 11
PINIW GRAM
� � .• � '
c"
„ MNL FROM HARDSCAMS11=1
=1 Ll
I -1_I l 111 I_LI=1 I =1 I — 11-1 ll_I �1 L�TY C��41..1�.
_���_���-��►��►-��►_ i�ii�ii_iii_iIi-ii
LOCKI
-- _, .
PVC MALE ADAPTOR
_
12"NPINCH
12 `MAX TOP 1 I I I, I I I I 11
' �
V
• .
`�
TONER C 2 iREC�t�
►-
,__._..� , aoL�volD ( I
OF VAL P,,,,C LINE PiPE
� I_I �
i IIIII I{II{II 1 CU. FT. PEA GRAVEL
I{I
% — — _ _ _
NOP�uRL4R4- �N
OC>
NON_ PRF.>�I,IRI;
-0 OF
1=1
I_ — ----1 i Ill
18" M iN
ION CC�NGtI�LINE FITTING
iIIIILLII I I I LI
LATERAL LiNEIm
_,_./
,� . ,ate` ,� �;,, . — PI:A VEL
�■ o..�...e ;�00 GRA
I{iII I ( MAINLINE
-- C4 ElI lll =
—
1-
L.ATERAL LINE WITH PVC
$ o e „p � o e e lMIN3 C.U. P'fa
Pya �. 40 MALK ADAPTOR
I-1 I 1=111—i j
= -I- PRESSURE SUPPLY LINE
TEE OR ELL
PVC LINE PIPE
PVC, (TYP. 2 PLACES)
I CONTROL WIRES
�I 11=1 i I 111=1 I is
_
hI 11.=1 I 111-1 I I-
PVC STREET ELI.
PVC LINO PIPE
° o
= - I AN �4CKFILL
_►11_1 i
1=1 1-=11 � • : .� . I I-=1 I L-=
SG�.SO N i PP��
coMMON Wine PVC SUPPLY LINE FITTINGS bx0* S)
{ 1 1 1 1 1 1
�
=1 11-1 I i i I I -III:
CONTROL Willa'-/
, • �. .. .. � .. • 111-1 i 1.=
11 I -i I I_ i I L_I I I:
1 Xa(.3P " C�r41.1/.
NOTIX&
1=1 I I—i 11=1 I =1 11=1 I I! I 1=1 11=1 11=1 I I—I i 1=
1=111=1 I I II 11=1 I1 I I 1=1 I1 -1I 1=1 11=1 ISI I I
� L (ROH
I. VALvft ARK TO e4 iNSTALLSO IN OHIZO AM" UNLM OTHURWIM NOTI00
2. WWNN MOIL THAN ONS vALY9 ib LocATr0 IN THU SAMA ARNA PROV02 A ePA= A MIN. of FT. APART.
2" X 4" R W D. BLOCK
'�IIIIIIIIIIIII Ilt IIIIIIIIIIIIIIIItl�lll�llllIIII1111'3
3. 1" To" N TAPE ON ALL THREAC= FITTINCs11k
h. " VALUE PER YALI/E COX
6" MIN.
SHRUB ROTOR
TYP. BRASS In%_"ru_.11/IOTE CONTROL VALVE
GATE VALVE
OF 14
FiNE CaRANUL4R MATERIAL WILL BE PLACED ON ALL LINES, NO
WAWC OR CURB
WHiTE WIRES
L4RGER THAN i/2" IN SiM THIS WILL BE PERMITTED IN THE
POP-UP SHRU5 HEAD
QUICK COUPLER VALVE
II
1m VALVE SOX M14ADINQK= W/ 2
(COMMON)
INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE RAMAiNDER
i t/2"
1 1/2 "
LETTERS READING Q G.
�1..UE
OF TRENCH GAN BE F11 WITH ROCK SG 21, MiNUS.
12" MIN. FROM HARDSCAPE MATERIALS
FIN ( GRAMM-. E
FINISH GRADE a �
WATERPROOF ALL
ALL 5A= FILL iS TO BE SATURATED AND COMPACTED TO Wim.
�
W (RE CONNECT I ONS
INSTALL ALL PVC PIPE WITH LABRI UP.
_ 1 " o '
411 �
_
=111=111=111=1 11=1 11=1 11=111=1 i l— — =1 11-111=1 —I 11=11 I._
I I=1 11=1 11-1 11=1 i 1= 111=1 11=1 I I� 11=1 I 111=1 11=1 I I I I l-1 11-1 11-1 I Iii 11=1 i 1=1 11-1 11-1 11-1 I I-
AS PER STD.
sl�aKE ALL PIPES IN TiRENGH.
I� III 1=1 1= _
—_
III -I 11-1 I I III III -1 i .III III-! I I III -I i I -I i
.. .. , . ; , , .. . ; . , , �
...—. "
����_.���.�_��1
11=1 I I=1 I l=1 I I=1 l l=1 11=1 I I=1 l I� I I=1 11=1 I I=1 I l=1 I I i —I i I—III—III—III—III-III-i I I—III I I-
LI
b" MIN PE14 GRAVEL I-_ —I
�
RED
BUNDLE AND TAPE ALL CONTROL WIRES AT 10' 0.0. SURE . TO PRES
1.-.I ( I=1 I
2 x 4 RWD OR SRiGC
MASTEiR CONTROL
VALVE
SUPPLY LiNE AND PROVIDE A SERVICE LOOP AT ALL W ciSSRUS
11= 11=
BRASS STREET ELL TYR.
CHANGES IN DIRECTION.
RASA NIPPLE 6" MIN
SCh" } 8m PVC NIPPLE -�--
FLOW SENSOR
MAIN A THAN 2" MALL SE P.V.G. GL14SS 315
PRESSURE LARGER
SMALLER THAN 211 SHA" P.V.G. SCHEDULE 40.
SMALL IS
THREADED 130TH ENDS
PVC SHG AO TEE OR ELL
DIAMETER SAME SiZE
PVC STREET ELLS
LATERAL LiNE SIZE TO BE NOTED ON PLAN
AS FLOW METER SIZE
CONTRACTOR SHALL PROVIDE 51.EEVE6 OR CONDUIT LiNE5 WHEN
MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRE'T'E.
11
CONTRACTOR SHALL PROVIDE 24OF COVER OVER PIPE
241, MINI 04 i?ESAR, ATTACH
W/(2) STAINLESS STEEL SANDS
MINIMUM DISTANCE DOWNSTREAM
4ax
SERVING A DRINKING FOUNTAIN OR MAINLINE
DIAMETER OF FLOW METER SiZE
3" AND LARGER.
NOTE:
MINIMUM DISTANCE UPSTREAM
NOTE:
"
USE TEFLON TAPE ON ALL THREADED Fi'i"t'lNGS
1mX DIAMETER 01= FLOW
METER SIZE.
o INSTALL 12 SHRU5 POP-UP HEAD 1 1/211
, 50VE rte.
0 Imfx. - 1 1/2" 5ELOW WALK. OR CURS
TRENCHING DETAIL
LAY�N/4" � ' 8" SHRUB POP -LIP HE A T"I
QUICK COUPLER
FLOW METr--.K
WALK OR CU525
GLEAN MACK PILL SATURATE■ AND Cd"�=T TO W%
_ HARD&OAPING
i NATIVE BACKFILL Z" MINUS
FiNiSH GRAL'�E �
X r0
GONG. WALK
OR CURB 1 1 11
NON LAt�Q.at. I.tN>r w
PRRS&J r eUPPLY WN2
1 1/;u 4.;0 o
I-III=III-I I (—i I I I=III—III—I — — –
FINiSH GRADE
_ • :. �.. e•' :° .•. CONTROL W IRlti e�.iflfil
-i..h.
— —
I—I i I I—I I
•
'. ••' • • ' � I I i I I ! I—III--III—I
��.:.�� ••, BAND BACK PILL
<: •;' t
-III= =I I (_
..
.� .. • " -1 1 —� 1-
HI POP S4RU5 HEAD
$11W.F.rxU AT
MARLED( STREET ELL
R�DUC.i� P�
Z" MIN
SCH $t'J P1/C NiPPLE
eAGUI.oW PRev�IT
THREADED 150TH ENDS
- — — -
6TRAIN�R 410 8RAa36 NIPPLE
rN
Mf�1-I M011=1.CA K.AC�b)
NO.TIO�:
— �
— —
E LAM
INWALL CONTROL WIR2 eL Yt A=AGI"'MT TO TWO PR:SDURi eUPPLY LINO, 61= FUR
bFilmALL
PVC LATERAL LiNEPVC
STREET ELL
o UNiON
SLWYM TO 511 WoW. 40 PVC AND TO OR 2X TWX SIAM MR OP TI- N WN11 TO ON
RNLI! PORT BRASS PiPS
eLe�D.
INGR"iA6E TWO Dt6TANCE TO 36" W142N &LWYM a%0W ROAC"YS AND COMMERCIAL
LATERAL LINE WITH
PVC TEE OR ELL
$RAe& LOOSE RAS8 OW"
�'I-W DI 18" 13
� VALVIa
'tRAMr.. WAYS.
6HAESD BSNX= kARCGC"0V TO POINT'S Ab REctUEetlfD ®Y
LL r6
DOUBLE SWING JOINT
2 F.A. PVC STEET ELLS
BRASS, PI LOGO 1�oac
IN&CIIIIIIIIcTOR
IP 6LlOV06 ARM TO = I AT A LAMR DATA, OONTRAOTOR &HALL TAPIR i C* AND
NOTE:
III . � • ... .. 04RI:r�AR
0—
MOYIQ lir A VIMIC4AL MARK AT WZ* C* ed.3"ING v1&&X ON GROUND LENGL.
I
O ALL 555 5LERS I •I• O 5E INSTALLED
NOTE
1811
WITH TR f PL.E SLUING JO lNTS"
:
INSTALL Hi -POP IRR. HEAD 1 1/2" ABOVE Ffa.
" �- �-� ���'��.„���� :' � �•�•
��
0 F �G. - 1 1/2 5ELOW WADI( OR CURS
Ffa. 1 1/2" BELOW HARDSCAPE
:}
cows. STA19rLI �RON•fi
euPPLY LINi� r"I'�I6T �I-�)
��.)
C INTAiCL) la
Sr0►CiCFLOW GNGLOGURN
DETAILb
B UB B LER HEAD
SII -POP SDRUB HEAD
3/4" GRA or C&r:B NOTA CLLOW)
BRAeB ELBOWSLEEVING
�•� '' • �� '� � '• � ' �' :' • • ' 19RAeS UNION
- r IM"
L ''A
FINISH GRADE
MAIN Y, I..AIU"6 MAIN SUPPLY "TIRAL. 120 VQLT CCNTRM WIRNG
WIRING
=1 I I=1 I i=11•=1 11=1 I 1=1 I ► I �_
111.==1 i I=1 I 1=1 I 1=1 I 1=1 I I RiSER
—� � �—.� � , � � , ,_
=' �;� �: � .� ' � . ' ' 04 IRSDAR
PLAN ..
. �A7�AL �.■ ,� = u' ; . �: ,.■ ; .
' .:
MAIM OR LATERAL LINE
- TEE OR ELL
fLR
f ® i t•. % •.�4 . •i i •� ..•4 .
• �� �: .:
• �
ELEVAt10N 12" NIPPLE
OR GQUAL 2�4"Xbm"X36" 41&4
WNGL'D AT ONF NIIIID e=Rl= TO
:: •� .... + . _ .
6"!Ce" FOOTING W/•i" J BOLTS
SIND
ELEVATION VIEW
(GGiLttPT"rGNT t0 BE GLTlT4RGD
iNSIDL■ NOSING)
I IA
TEE OR ELL
MAiN OR LATERAL LiNE
�� -`- , A„ .. ;•.
..: ALL 1"iANW1411 GWAL W yAw.
••
MARLEX STREET ELL(PRiVATE)
GENERAL NOTES:
• INiTA'."M Aa PIP" VOLTWm IN
;f..:....:..:": M�PICATION6CONCUM PW 60DA61.
•_ .� coos
PVC STREET ELL(PUBLIC)
CONTRACTOR SHALL CORM ENCLOSURE AND RE�IWUEST (NsPECTOR
�eoao• A wLoon a. ua�.
.:: IN ALJ. C*14%i r cr cwml*T oN
0"M A&.&.
30 C01311406 W'O4`�
12" NIPPLE
PRIOR TO POURING ENCLOSURE
TM"
I+oiw ww..� fum
P
2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE
TAIL AND �Li IWAM�li AT
W OGM&%VW W MAMAIM
PLAN VIEW
MARLEX STREET ELLCPRIVATE)
PVC STREET ELL(PUBLIC)
SCHEDULE '40 STREET ELL
= NOT INSTALL 120 YOLTAG6 OR WI&41R WIRS
aG�■'I�DULE 8m P1/C RiS�R
IN TI - K SAM "Qft= F AS TMX IRRIGATION
CONTROL URM
CITY OF F
NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE
•
Sm PVC UNLESS OTS-IERWiSE SPECIFIED
USE PVc STREET ELLS W/TEFLON TAPE FOR ALLB
T �LA►NDSCAPEPLANS
AC""Ch L 0 W
Underground Service Alert
o Y
Call: TOLL FREE
PUBLIC JOBS
PnIkEULVENTER
11"WN BY �
CYJRTIS AVE.l CATAW7BA AVE. /
SIERRA LAKES P WAY
/
as sxowN
1-800
� M
DAM
BY,
AamvE�
9
�►�+(422-4133
PIPING AND WIRING
SWING JOI TaIEcEn
TWO WORKING DAYS BEFORE YOU OIG
I
CiFY DaMXR Rr - MM UP DATE
3758
14
2782
WE
QF CAV
OWN CHK
MMIMIRD
DATE 09/23/04
JOB * 04-042
OF 14
N
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2782
WE
QF CAV
OWN CHK
MMIMIRD
DATE 09/23/04
JOB * 04-042
OF 14