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V MIN.
BUILDING EDGE
SHRUB SPRAY HEAD
SCH. 80 PVC NIPPLE
THREADED BOTH ENDS
FINISH GRADE
-III—III—III— NOTEfIXED RAISERS ALLOWED ONLY
—III—I AGAINST BUILDINGS, WALLS
FENCES AND WHERE NO FOOT
PVC STREET EDRAFFIC IS D(PEGTED.,
MARLEX STREET ELL
PVC UT. LINE
SPRAY HEAD ON RISER
CONC. WALK
OR CURB '
! FINISH GRADE
. -d
ir
HI POP SHRUB HEAD '
PVC STREET ELL
LATERAL LINE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT
NOTE: INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G.
2 EXI, PVC STEET ELLS
F.G. 1 1/2" BELOW HARDSCAP''E
INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE
HI POP SPRAY HEAD
WALK OR CURB
FINISH GRADE 4„ MAX 60w
1 . 1 �2"
-III=III=III=I1 11=III=III-I - _ _ _-
1-1 11-1 IEIIII El ,III -IIE-111--,,111111
1 11-1 I I-1
RADIUS EDGES 1/2"
MARLEX STREET ELL 12 FINISH GRADE4�� (TURF SIDE)
�. SCH. 80 PVC NIPPLE
THREADED BOTH ENDS
PVC LATERAL LINE #3 REBAR, CONTINUOUS
NOTE: ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS NATIVE SOIL 90% COMPACTED
F.G. - 1-1l2" BELOW WALK OR CURB
BUBBLER HEAD '
PERMANENT BASIN
1 1/2"X MIN. ROC
2X THE WIDTH OF
PUDDLE AND SETTLc or%%.nnL
PRIOR TO PLACEMENT OF SHRUB
' SHRUB PLANTING
" BERM TO FORM
'AT E R BASIN
RTILIZER TABLETS
ROOTBALL
BACKFILL MIX.
DATE OF UST Rev=N:
�pOfIssro�APPROVED BY: CITY OF FONTANA
CITY ENGINEER DATE CONCRETE MOW CURB
ROBERT W. WEDDLE
MAL ! RECOMMENDED BY:
of CAL S\ DRAWN BY: TIMOTHY RASTEDT STO. DETAIL NO. 545
SEC,TION
SEE sfn!CS.
.KLCH BLANKET,
• PLANI BW---
501L TESTn
OftOUN000VEIR PLANTS
- - - J
oot SPACIN6
BARK4JLCoH BLANKET
E
6' MIN. TO HARDSCAPE OR MOMTRIP
GROUNDCOVER PLANTING
FINISHED GRADE
6" MIN FROM HARDSCAPES
NON PRESSURE LATERAL LINE
LATERAL LINE
PRESSURE SUPPLY LINE
CONTROLL WIRES
1:EAN BACKFILL
VMIN
FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2
INCH IN SIZE THIS WILL BE PERMITTED IN THE INITIAL BACK FILL MEASURED V
FROM THE TOP OF PIPE, THE REMAINDER OF TRENCH CAN BE FILLED WITH ROCK
SCREENED r MINUS.
ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90°X.
INSTALL ALL PVC PIPE WITH LABEL UP,
SNAKE ALL PIPE IN TRENCH.
BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE
AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION,
PRESSURE MAIN r AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN r
SHALL BE P.V.C. SCHEDULE 40.
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE
INSTALLATION IS UNDER ASPHALT OR CONCRETE.
CONTRACTOR SHALL PROVIDE 24 INCHES OF COVER OVER PIPE SERVICING A
DRINKING FOUNTAIN OR PRESSURE MAINLINE r AND LARGER,
TRENCHING
FINISH 5URFAGE
S
4.
SS�wAAL Lq
M%OHA� � .
Q
Uj z
O
vo -00
9
OF C1►�.►
FIN15H 6RADE
-- ROOTBALL
9/4" TO 1 I/2" &RAVEL (A5 %CAN) �
III I�II�II� _
— SOIL BACKFILL MIX
— 24' ROOT CONTROL BARRIER
CONTIM,I CIRCLE, 5ECURELY
FA6TENED AT JOINT, RI55 INKMW
501L BACKFILL
EXCAVATE AND RECOWACT
ROOT BARRIER
_.D
2X DIA. OF
ROOT BALL
TREE STAKING
SHINGLE NAIL
LODGE POLE
TREE TRUNK
CINCH TIE
(DO NOT TWIST)
REVAILING WIND
DIRECTION
N
J
Underground Service Alert
Coil: TOLL FREE
1-800
` 422-4133
M WMW DAYS IV= YW W
A ___
Z�
,,---2" DIA LODGEPOLE PINE TREE
m- 4, of
STAKE COPPER NAPTHENATE
TREATED AND DRIVEN IN GROUND
ZN•
TO 2FT. MIN. DEPTH. 2 REQ'D
CINCH TIE (4) REQ'D
�—ARBOR GUARD IN TURF AREAS
LDA
/— PREPARED BACKFILL MIX,
a.a.
SEE SPECIFICATIONS
DML'
!2,/M 01/00
r— 3" HIGH WATER BASIN,
are_1o91IP
AT TIME OF PLANTING
>
-- FINISH GRADE
p 0
¢ 0
I
AGRIFORM TABLETS TO BE
ADDED PER MFG. RECOM DS.
e..��C-
Underground Service Alert
Coil: TOLL FREE
1-800
` 422-4133
M WMW DAYS IV= YW W