HomeMy WebLinkAbout3555-85, I T e i C A P e S
Landscape Architecture
and Planning
3195 B Airport Loop Dr.
Costa Mesa, CA. 92626
Richard Polhamus, License CA–#2782
(949) 644-9370 (714) 210-3140 FAX
DVM' CHK
DATE 12/10/03
"0" 03-017
BOX TO BE PLACED AT RIGHT ANGLE T
10" PLASTIC ROUND
OF 14
HARDSCAPE EDGE w/ VALVE # ETCHED IN LID
APPROVED VALVE 80
WHITE W/STRIPE WIRES
12"X18" PLASTIC BOX AND COVER WITH
FINISH GRADE GATE VALVE
(COMMON)
LOCK TOP
CURL TYPE EXPANSION LOOP (MIN.24
1 IN LAWN AREAS
BLUE
-...
WATERPROOF WIRE CONNECTION
2 PLANTER AREAS
WATERPROOF ALL
12 "OR HARDSCAPE
CHRISTY S I.D TAG As NOTED
WIRE CONNECTIONS
(STANDARD)
SECURE TO SOLENOID PIGTAIL
12" MAX.
AS PER STD.
FINISHED GRADE
\
b"
1
FINISH GRAD 3/4" a
RED
-�-
6" MIN. FROM HARDSCAPES
YELLOW -�_.-- MASTER CONTROL
4
_ VALVE
-il►T�=--------_.
i I H I
a
_.--
12"rlax tom 12 II
S ID
III=1 I I=1 I I III=1 =
FLOW SENSOR
DIAMETER SAME SIZE
v 14LvE
PVC LINE PIPE
�
eo as o 00 °
o� e e
0 0 e�o� oct
- LATERAL LINE
Z (-III-III—i I III =-III_ NON PRESSURE L
AS FLOW METER SIZE
� � -'""" - �!- NON -PRESSURE
II
a,poo 00
o
p Qa�o� 008��0 °ao °�
Z — III=1 I I=1 I I —III—I I
Y �=III=IIPEI 1 III=III=111-
18 MIN � INE FITTING
UNION CONNECTION
PRICK
(THREESREQU RED
_ III—III III= LATERAL LINE
� I II I III=_III:
�I
b • � �� --PEA GRAVEL.
,5,� d. d,•, o . b,®.�. t: • .,4iti+s.
g o',; ' o o 0 0� (MIN.3 CU. FT.)
PVC MALE ADAPTOR
BRASS OR COPPER TYP. TWO PLACES
N I II l II
- _
1=III=11 (=III=
MINIMUM DISTANCE DOWNSTREAM
e �
PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR
NIPPLE &UNION
- - III = PRESSURE SUPPLY LINE
5X DIAMETER OF FLOW METER SIZE
PVC ELBOW (TYP. 2 PLACES)
CONTROL WIRES
'IIIE III=III
PVC LINE PIPE
PRESSURE MAIN! UNE PEA GRAVEL
ANGLE SPECIFIED EG (MIN. 2 CU.FT)
IHEI I F1) III=I I I=
=1I11-111 CLEAN BACKFILL
MINIMUM DISTANCE UPSTREAM
COMMON WIR PVC SUPPLY; LINE FITTINGS(SXSXS)
WITH
DEPTH ELBOWS, SI 45–DEGREE
DRAWINSIZE PER
DRAWINGS.
1=111=II' III -111-
10X DIAMETER OF FLOW
III=III III—III
METER SIZE
CONTROL WIRE
1=1 I I—I I I I I=1 11=
111-111— I I—III.
-III-III=11=III=III (I I=III-III-III-III-
NOTES:
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED
NOTES:
1. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND
III-III—III 115 111—IIMII I—III —II I-111=111
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF
HAVE A 2" SQUARE OPERATING NUT IN UEU OF BRASS HANDWHEEL
111=1 I�1 I —III—III III=1 I I-111—III-111—
�—III—III I I I=1 i t=1 I I=1 I I=1 I I—III=1 i I—
3 FT. APART.
AND FLANGE CONNECTIONS IN UEU OF UNIONS.
2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS.
3. USE TEFLON TAPE ON ALL THREADED FITTINGS.
3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX
4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS
4. ONE VALVE PER VALVE BOX
OTHERWISE APPROVED
n
6 MIN.
FLOW METERCONTROL
AL E
TYP. BRASS REMOTE VALVE
GATE VALVE
WALK OR CURB
III
FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE
POP-UP SHRUB HEAD
10" VALVE BOX MARKED W 2" QUICK COUPLER VALVE
INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER
1/211 � �/2
LETTERS READING Q.C.
OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2 MINUS.
12" MIN. FROM HARDSCAPE MATERIALS
FINISH GRADE
FINISH GRADE
ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%.
—=1I=1=—===--___ =1I=III------==
I II III—III III III 111_111_1 III III I I I
INSTALL ALL PVC PIPE WITH LABEL UP.
•
Q
= __—_—_
I I—III—III—III—III—III—I Il—I 11=III-11 F4I 1=111-111 I I IE 1 I I=111-111-III—III=11 I—I I I—I I I—III=
a
—I 11=1 11=1 11=1 I I—I 11=1 1=1 1=1 11—II I—I i 1-1 11=1 I I—I I—i i I—III—I 11=1 I I—I 11=1 11=1 11=1 I I—I 11=1
SNAKE ALL PIPES IN TRENCH.FAI
=
6" MIN PEA GRAVEL 1= 1=1
BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
I=I ( I=I
- III- 2 x 4' RWD OR BRICK
SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE
=III= =III=
BRASS STREET ELL TYP.----___._
CHANGES IN DIRECTION.
„
RASS NIPPLE 6 MIN
SCH 80 PVC NIPPLE
PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315
THREADED BOTH ENDS
SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40.
PVC SHC 40 TEE OR ELL
PVC STREET ELLS
LATERAL LINE SIZE TO BE NOTED ON PLAN
PRESSURE REGULATOR
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
11/2" WILKENS 600 HR SERIES REDUCE PRESSURE BACKFLOW
MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE.
SET PER P.O.C. DESIGN PRESSURE. PREVENT
��
24" MIN. #4 REBAR, ATTACH
STRAINER #40 MESH MODEL RASS NIP LE
r4 PLACES
CONTRACTOR SHALL PROVIDE 24 OF COVER OVER PIPE
W/(2) STAINLESS STEEL BANDS
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
BRASS ELBOW BRASS ELBOW
3" AND LARGER.
o BRASS UNION
NOTE:
RELIEF PORT BRASS PIPE
NOTE:
USE TEFLON TAPE ON ALL THREADED FITTINGS
BRASS BALL BRASS BALL
LOOSE KEY \
VALVE 18 VALVE
O INSTALL 12" SHRUB POP-UP HEAD 1 1/2"
OSE 819
BRASS PIPE LOCK BOX
IN GROUNDCOVER/MULCH, 3/4" TO 1",
t 01
ABOVE F.G.
it
811 #4 EBAR
_ I
O F.G. - 1 1/2" BELOW WALK OR CURB
1811
TRENCHING DETAIL
LAV l�!/`' "6" SHRUB POP-UP EAD
QUICK COUPLER
PRESSURE SUPPLY CONC. STABILIZER PRESSURE
FRONT
LINE (INTAKE) (TRUST BLOCK) SUPPLY LINE
(DISCHARGE)
WALK OR CURB
CLEAN BACK FILL SATURATE AND COMPACT TO 90%
�ACKFLOW ENCLOSURE
II,
3/4" GRAVEL SEE NOTE BELOW
HARDSCAPING
. y A
.: ..,. • .... .. t..J
. ... ...�...• .. •
NATIVE BACKFILL 2" MINUS
FINISH GRADE
11
4 MW b
i 1q .
CONC. WALK 1 1/Z
OR CURB
BRASS ELBOW
b it
:�,. :..` i * , ...•. :.< .. :' ' BRASS UNION
NON PRESSURE LATERAL LINE W/SLEEVE
n PRESSURE SUPPLY LINE W/SLEEVE
_ A. , e
- 1 � Iii � 1 •L
I=III=III=I I Fd I I 1=) I 1=1 �_� _ ___ ___
FINISH GRADE
•; �. •: .•.•�.•;
' ' : , a �• :. ':
O O
�• • BRASS BALL
•d •:••: --.• U•. .•�
' : :' yR' • :.. I VALVE
CONTROL WIRE SLEEVEf.
'��.�.. SAND BACK FILL
III—III-III-1 1= _I I—f i 1-III—III—III—III-III—,I I
_
:a • °', •. II 'III -III IIII—IIII
- -
•..y-�: 4 REBAR
PLAN
HI POP SHRUB HEAD
1211 12
MARLEX STREET ELL
M
1 MIN
SCH 80 PVC NIPPLE_
_
".
b
THREADED BOTH ENDS
_ — - - -
NOTE: BACKFLOW ENCLOSURE LE MEUR
B A F
!
OR EQUAL 24"X60"X36" HIGH
NOTES:
HINGED AT ONE END SECURE TO E N D
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE,
PVC LATERAL LINE
6"X8" FOOTING W/4" J BOLTS
SIZE PER SPEC.
PVC STREET ELL
(EQUIPMENT TO BE CENTERED
ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE
INSIDE HOUSING)
LINE TO BE SLEEVED.
LATERAL LINE WITH
* INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND
PVC TEE OR ELL
COMMERCIAL TRAFFIC WAYS.
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS
DOUBLE SWING JOINT
REQUESTED BY INSPECTOR
2 EA. PVC STEET ELLS
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE
NOTE:
GENERAL NOTES:
ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON
O ALL BUBBLERS TO BE INSTALLED
1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR
GROUND LEVEL.
NOTE:
PRIOR TO POURING ENCLOSURE
WITH TRIPLE SWING JOINTS
,!
INSTALL HI POP IRR. HEAD 1 1/2 ABOVE F.G.
O
F.G. 1 1/2", BELOW HARDSCAPE
2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE
F.G. — 1 1/2" BELOW WALK OR CURB
SLEEVING DETAIL
BUBBLER HEAD
HI -POPS -11 -RU B HEAD
BACKFLOW PR__EVENTER
FINISH GRADE
MAIN SUPPLY,
=III=III=III=III=III=III=III=
LATERAL AND
WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING
111 ; 111; III -,III ;III ; Iil-1 RISER
!
- - - - MAIN OR LATERAL LINE
_
71 F
A219 -LATERA +s• �: o• ss• r•
LTJ
- - - - TEE OR ELL
„
NIPPLE
WIRING .' MAINLIN. ,.
ELEVATION 12
ELEVATION VIEW
!
TEE OR ELL
" PROVIDE A 20 LOOP
- - - - - �- MAIN OR LATERAL LINE
OF WIRE IN ALL
CHANGES OF
DIRECTION GREATER
PVC STREET ELL(PUBLIC)
ALL MAINLINE INSTALL}ALL 120
THAN 30 DEGREES
SHALL BE VOLT WIRE IN
INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER
PER MFG'S CODE ALL CONNETIONS
HAVE BEEN MADE
12" NIPPLE
SPECIFICATIONS
TAPE AND " SNAKE ALL PLASTIC PIPE
PLAN
BUNDLE WIRING INTO TRENCHES AS
SHOWN
MARLEX STREET ELL(PRIVATE)
AT 10' O.C.
PVC STREET ELL(PUBLIC)
MAXIMUM TO PLAN VIEW
MAINLAINE.
SCHEDULE 40 STREET ELL
!
NOTE:
SCHEDULE 80 PVC RISER
DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE
!
IN THE SAME TRENCH AS THE IRRIGATION
CONTROL WIRING
NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULEf{�rt4,
-p- A
, I CITY OF ® TN
40 PVC UNLESS OTHERWISE SPECIFIED
USE PVC STREET ELLS W/TEFLON TAPE FOR ALL
d LANDSCAPE PLANS
PUBLIC JOBS
DRAWN BY. SUMMIT AV
AS SHOWN
DMMM UP DAM
PIPING AND WIRING
SWING JOINT
!..,
° � "� CHECKED 9Y: MPRONm 8Y: � Ifp//' / • DYlfi. IdO.:
, �
��
`�, 3555
L131 �. �
«►� AGE 5„> FXP. DA,>:
5, I T e i C A P e S
Landscape Architecture
and Planning
3195 B Airport Loop Dr.
Costa Mesa, CA. 92626
Richard Polhamus, License CA–#2782
(949) 644-9370 (714) 210-3140 FAX
DVM' CHK
DATE 12/10/03
"0" 03-017