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6' 6' 1
GENERAL NOTES:
NOTE
SIZE AND COLOR TO MATCH ADJACENT
STRONG BOX MODEL SB-24SS/120V =
(STAINLESS STEEL) `o
O
I. TOP OF ROOT BARRIER SHALL
ROCK BLANKET ON SITE. SUBMIT. SAMPLE
ALUMINUM MOUNTING PANEL
WIDTH PER PLAN
'
BE 1" ABOVE FINISHED GRADE.
2. INSTALL ROOT BARRIER ASP.C.C.INSTALLATION.
TO ENGINEER FOR APPROVAL PRIOR TO
PAVING
SALVAGED AUTOMATIC CONTROLLER
6•
6"
2
CLOSE TO SIDEWALK / CURB;lj
Z
C3
I' CONCRETE GAP BETWEEN ROCK AND BACK OF CURB/SIDEWALK
FLEX CONDUIT
AS POSSIBLE.
3
2ir-
- -
ROCKS, PLACE FLAT SIDE UP
w
a
ON/OFF SWITCH W/
-10
11 MAX. SEPARATION BETWEEN THE TOP OF ADJACENT
120V RECEPTACLE
N �-
��XY� %% q
:• , Oq
9' ROCK SURFACES.
e
LEGEND SECTION
r
7 C3
W--'
CLASS 520-D-2500 4 -INCH SLUMP CONCRETE WITH PEA GRAVEL
I" MAXIMUM
6• S. S. BOLT
FINISH GRADE
ro
w PLAN VIEW
NO SCALE
R.O.W. _ _ _
_ _
-
I _ a `J
TOP OF CURB
N
L U
@ CONCRETE FINISH - MEDIUM BROOM
NOTES:
76
-
O2 1/2' RADIUS
I . ROOT CONTROL BARRIER,
O
61
�,,, ,� , ,� , ,• , ,�., ,��„ C�
CONCRETE PAD I I —
— =1— I. CONCRETE PAD
FINISH GRADE
24' DEPTH "DEEP ROOT"
2. TREE TRUNK
CONCRETE
90% COMPACTED ROCKS T02/3 DEPTH OF ROCK
III=III
120V AC SERVICE -
III=. I-� �
O4 COMPACTED SUBGRADE NOTE: SLOPE TO DRAIN
EMBED
SOIL MINIMUM 3" CONCRETE BELOW
PER CODE •11—
III
CONTROL WIRES IN SWEEP
ELL
UNLESS OTHERWISE
3. CURB
ROCK.
36" EXPANSION LOOP
NOTED - 2/. MAX. CROSS SLOPE
SEE PLAN BOTTOM OF
IRR. CONTROL WIRE
PVC CONDUIT TO MAINLINE
(PULL BOX)
4O. SIDEWALK
1.
P.C.C. PAVING
NTS
2.
ROOT CONTROL
BARRIER
NTS
3.
ROCK BLANKET
NTS
4,
IRRIGATION CONTROLLER
NTS
39'' EXPANSION COILS
WATERPROOF WIRE CONNECTORS
CURB OR lo" ROUND PLASTIC VALVE BOX WITH 2" LETTERS
READING O.C. WITH LOCKING BOLT LID
FINISH SURFACE
NEW SIDEWALK -
TRENCHED ONLY
WALK 6" o
FINISH GRADE
VALVE IDENTIFICATION TAG
PLASTIC VALVE BOX
ZNEW
N FINISH GRADE
SIDEWALK -WHERE DIRECTED
BY ENGINEER TO REPLACE FULL PANELS
EXISTING SIDEWALK
1�
FINISH GRADE
W/ LOCKING COVER
- -
LLLL LL EE
NOSPART I ALLPANELSLS
%-, o
! " " :
SET TOP OF HEAD
FLUSH WITH TOP OF CURB
IN PLANTED AREA
FINISH SURFACE
IN PAVED AREA
Z QUICK COUPLER VALVE
NO 'WINDOWS"
: r; : , z Lt `D
J� -� S
II
`_
UNDISTURBED EARTH
~_ ��
-"
/4 �-
NOTE: 1" TURF AREAS
2" GROUNDCOVER OR
SHRUB AREAS '^ VALVE BOX EXTENSION WHEN REO.)
N
COMPACTED SITE SOIL BACKFILL
NI o W
WALK/ _ _
CURB -I
�_� �__� �;
�°
D D
-SCH 80 PVC UNION
SCH 80 PVC NIPPLE - LENGTH AS REQ.
TO 95% RELATIVE DENSITY
I- o M N
=�
-__ -(NON-PRESSURE SIDE)
IRRIGATION LATERAL IN SLEEVE
:.•.:. ' :: ;.' .¢
MARLEX TxT
_
_
LATERAL LINE TO DEPTH
g , COMMON BRICK (4 CORNERS)
CONTROL WIRE CONDUIT
::.. `" o
2 -MARLEX TXT STREET ELL
oo
- SCH 80 PVC ELL
USING 45 ANGLE ELLS
, a
•- 8 , °o o • ,. 6" MIN.CLEAN PEA GRAVELIRRIGATION'•
� '�� ° °
MAIN IN N
_
* ::
'
STREET ELLS
SWIVEL JOINT
'
ul a v „ do,
NCLEAN
BEDDING SAND
.• •
Z
12'' PVC SCH 80 NIPPLE
SCH 80 PVC NIPPLE
�- 6 0.°°
III -1
LATERAL LINE
T.O.E._
� . 'q�,, gpCOMMON BR ICK, TYPICAL
�• 0 'OPO"
- (4 REQUIRED)
BRASS TxT STREET ELL TYP.
tt4 REBAR - 24" LONG (ATTACH WITH 2
I. ONLY PLACE NEW SIDEWALK OR TRENCH RESURFACING AFTER IRRIGATION SLEEVES ARE
•
TAINLESS STEEL BANDS.
INSTALLED AND ACCEPTED IN WRITING
BY THE ENGINEER
SCH 80 PVC TEE
BRASS NIPPLE 6" MIN.
2. VERIFY LOCATIONS OF EXISTING
FACILITIES BY HAND DIGGING POTHOLES.
FLOW
PVC MAINLINE
p-
3. SAWCUT TO CLEAN, PARALLEL OR
PERPENDICULAR LINES.
MAINLINE
SCH 80 PVC TEE 3 CU FT CLEAN PEA GRAVEL
4. ALL PIPE UNDER PAVING SHALL BE SLEEVED, 24" OVER SLEEVE.
5.
POP UP SPRAY HEAD
NTS
6.
REMOTE
CONTROL VALVE
NTS
7.
QUICK COUPLER VALVE
NTS
8.
TRENCH IN
SIDEWALK AREA
NTS
FINISH GRADE
SHINGLE NAIL
WATERPROOF WIRE CONNECTORS
_—=
UNDISTURBED EARTH
LODGE POE
®
6" ROUND GREEN VALVE
_1 �—
BOX WITH LOCKING COVER
BACKFILLED TRENCH 1 �����I N 00
TR TRUNK
TREE CROWN
—
TRE TIE (CINCH T I TY 4)
F. G. 0 F. G.
CINCH TIE
2" DIA. LODGEPOLE PINE TREE STAKE
41
7.,
NON -PRESSURE LATERAL LINE
COPPER NAPTHENATE TREATED AND DRIVEN
112''
PRESSURIZED MAINLINE 4 1 1
°C Z
IN GROUND 2' MIN. DEPTH (2 REQUIRED)
.
UNDER 2' = SCH 40 PVC
~ c
LOWER SCAFFOLD BRANCHES
" AND UP = CL 315 PVC
PREVAILING WIND _
ARBOR GUARD IN TURF AREAS
UZIDIRECTION
ti 3
24' DIA. 2" THICK LAYER MULCH
CONTROL WIRE CONDUIT
�► ,� -
KEEP 6" CLEAR FROM TRUNK
••
NOTES:
poo .ISH
`0 N
L
RADIUS BY HIGH
�
I. PROVIDE 2" OF CLEAN BACKFILL UNDER ALL PIPE
''
�6 0c ° COMMON RICK ( R Q' )
2 COMPACT BACKFILL I N 2" LAYERS.
ROOTING
NG TABLET
BACKFILL PER CITY OF
e--mFONTANA
�•4 °d. :$
. �8 I CU FT CLEAN PEA GRAVEL
3. TRENCH SHALL BE 2' ' CLEAR OF PIPE, BOTH SIDES.
BALL
SPECIFICATION MANUAL
4. FINE GRANULAR MATERIAL SHALL BE PLACED ON ALL
LINES, NO LARGER THANq/2" IN SIZE. THIS WILL BE
PERMITTED IN THE INITIAL BACKFILL MEASURED 6'
ONTAINE
DIAMETER
FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH MAY
NOTES:
BE FILLED WITH ROCK SCREENED 2" MINUS.
2 2
X CONT. DIA. 2'
1. PROVIDE 24" WIRE EXPANSION LOOPS.
9.
TRENCH IN PLANTER
NTS
10,
TREE PLANTING
& STAKING
NTS
11,
SPLICE BOX/ STUB OUT
I NTS
REV. REVISION DESCRIPTION
p O 9,6- <f -A,eAwin/4
DATE ENGR. CITY DATE PLANS PREPARED BY:
SHOULD CONSTRUCTION OF THE REQUIRED ��,NDSC,gpF
=/ I'x' IW WILLDAN
CITY OF F O N T A N A
IMPROVEMENTS NOT COMMENCE WITHIN TWO �� q��
LANDSCAPE DETAILS
o
13191 Crossroads Parkway North,
YEARS OF THE DATE OF APPROVAL SHOWN HEREON JOHN HIDALGO Industry, CA 91T46-3497
Suite 405
DRAWN BY:
SCALE:
AND CARRIED FORTH IN A DILIGENT MANNER, THE 3551 (562)908-6200
WILLDAN
SIERRA AVENUE
NTS
DIAL
BEFORE
TWO WORKING
•••.� DAYS BEFORE
No.
� � UNDER THE SUPERVISION OF:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. Oi-31-04
DESIGNED BY:
WILLDAN
DATE:
04-15-03
YOU DIG
YOU DIG
PLANS
TO BRING THEM INTO CONFORMANCE WITH sf4
lF
_ D CHECKED BY: P
ED Br:
DRAWING NO.: 3
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
OF CA��E�� G
STANDARDS IN EFFECT. JOHN J. HIDAUr-
3551 WILLDAN
ZZ O
TY ENGINEER R.C.E 51152 DATE: 3031 3
ice-•
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UP,
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