HomeMy WebLinkAbout4019-5CONCRETE WALK OR FOUNDATION
GENERAL NOTES:
PROVIDE IOOA METER AND 50A/2P MAIN G/$ WHERE INDICATED
ON DRAWINGS
3/4' FOR TURF AREAS
PROVIDE PANELBOARD WHERE INDICATED ON DRAWIN55.
1-1/2' FOR SHRUB/GROUND
PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED
COVER AREAS.
NOTE:
ON DRAWINGS. CONTRACTOR To VMFY LOCATION NV CITY INSPECTOR
2"
ALL POHM WIRES, GROUND WIRES ETC. SHALL BE
TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REQ.
I I& bi kA hid• FINISH GRADE/TOP OF MULCH-SOD
SEPARATELY SLEEVED AND SHEPT THROUGH
VERIFY EXACT LOCATION AND TERMINATION REQ. WITH SL.E. CO.
PRIOR TO TRENCHING
ENCL05ED PAD WITH SGH 40 RIGID CONDUIT
PROVIDE 20 AMP CONDUIT AND CONDUCTOR 51ZE5 ARE BASED ON NONMETALLEG CONDUIT
°
ALL SLEEVING SHALL BE A MINIMUM OF 15' BELOW Z POLE BREAKER M AND COPPER CONDUCTORS WITH TYPE 'THHN/THYVHI' INSULATION.
VALVE BOX W/LOGK
10' VALVE BOX MARKED W/ Y
/ • o
FINISHED GRADE. ALL SL EEVIN6 15 A GRAPHIC REPRESENTATION FOR PEH �
r- FIN15H GRADE
LETTERS READING Q.C. CK COUPLER VALVE
IRRI6. OF A TYP. INSTALLATION.
WHERE APPLICABLE
W/ LOCKING BOLT LID
11-111-1 I( (�-1
I—�
12' MIN. FROM HARDSCAPE MATERIALS
GOVT.
50 A
50
1
I III I I I111-111-111-111-11
I-
FINISH GRADE a
POP-UP SPRAY SPRINKLER PER LEGEND-INSTALL SO
THE BOTTOM OF THE CAP IS ABOVE FIN. GRADE
51ZE OF EQUIPMENT = 46'W X 18'D X 54' HIGH
AWD
�'
1201240
—I i—III I i
'- �� -11
18PVC,
e
SIZE OF CONG. SLAB ■ 52'W X 24'D X 8' THICK
O 5104 CITY of FONTANA
MALE ADAPTOR
PVC SCH 80 NIPPLE
rv*4 REBARs AT 12' OG. TYP
12 CIR IRRIGATION CONTROLLER STANDARD
FOR COMMUNITY FACILITIES DISTRICTS
PANEL(GFD'5)
6' MIN PEA GRAVEL
(DOUBLE SWING JOINT)
I. TORO SENTINEL: 55AK--P516N51 STATION F
SATELLITE CONTROLLER. (51ZE PER LEGEND)
n
j o MAINLINE
2 x 4 RWD OR BRICK
BRASS STREET ELL TYP.
(2) SCH 40
- �
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a o� ��o
NIPPLE 6' MIN
STREET ELLS
8' DIA. X 12'D.
3" BOTTOMLESS GROUND WELL
2. MOUNT IN 5TRON6 BOX MODEL NO. 58-2455/120V.
L - J (STAINLESS STEEL)
5. PROVIDE RAINMASTER 52 PG 'PIGTAIL' FOR REMOTE CONTROLL
FINISHED GRADE OPERATION.
GATE VALVE
2' x 4' RHD BLOCK
PVC SHC 40 TEE OR ELL
PVC SCH 40 STREET ELL
HITH PARKWAY COVER,
Ii
4. PROVIDE SENSOR INPUT BOARD (515) MODEL M 45-65 TO
LATERAL UNE SIZE TO BE NOTED ON PLAN
FILL WITH PEA GRAVEL
•� a INTERFACE WITH FLOW METER AND RAIN .HU'T OFF DEVICE.
PVC SCH 40 TEE OR ELL
—� u''
�- a m a <a a j// /.%��/ % ////
a • 4...
.4 5. PROVIDE RADIO LINK KIT �►89-'611 TO COMMUNICATE WITH
CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE
GU, FT. PEA GRAVEL
NOTE: 24 MINA REBAR, ATTACH
COMPATIBLE WITH VHF.
W/(2) STAINLESS STEEL BANDS
PVC LATERAL PIPE
N �4
TYP. 5�6'DIA X to DRIVEN GROUND
SROUND FOR ELECTRICAL 6. PROVIDE 6ROUND ROD AND 5URGE PROTECTION FOR EACH
SATELLITE CONTROLLER•
USE TEFLON TAPE ON ALL THREADED FITTINGS
4'-JROD PER ARTICLE 250-81
MIKE D05I5, TURF STAR
OF 1990 NEC,
3/4'G, Ixb (800) TT4-88'3 (MAIN OFFICE)
A POP-UP SPRINKLER
B ELECTRIC CONTROLLER
AND ELECTRIC METER PEDISTAL COMBINATION
C GATE VALVE
D QUICK COUPLER VALVE
MASTER CONTROL VALVE MY BE DELETED AT CITY OF FONTANA'S DISGRESSION.
PRESSURE REGULATOR IF
BOX TO BE PLACED AT RIGHT ANGLE TO
HARDSCAPE EDGE w/ VALVE # ETCHED IN LID
REQUIRED. SET AS SHOWN REDUCE PRESSURE
ON SITE DRAWING
BACKFLOW PREVENTER
12"X18" PLASTIC BOX AND COVER WITH
LOCK TOP
STRAINER #40 RASS NIPPLE
MESH MODEL (4 PLACES)
CONTRACTOR TO USE 2-SAC SLURRY AS SPECIFIED
A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR
THE TREE, PLACE CENTER OF 20° STRIP AT MIDPOINT OF TREE.
CURL TYPE EXPANSION LOOP (MIN.24")
BRASS ELBOW BRASS ELBOW
PER CITY OF FONTANA FOR TRENCH BACK FILL
UNDER ROADWAYS.
p
USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS.
WATERPROOF WIRE CONNECTION
BRASS UNION
0
B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR
12'OR
AS NOTED HARDSCAPE
t BRASS PIPE
RELIEF PORT
FINISHED GRADE
BARRIER CHOSEN.
C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS
CHRISTY'S LD TAG (STANDARD)
BRASS BALL BRASS BALL
LOOSE KEYS
V MIN FROM HARDSCAPE
SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX
SECURE TO SOLENOID PIGTAIL
VALVE 18" VALVE
HOSE BIB
6
THEY COME PREASSEMBLED AND SEPARATE THE JOINER AT THE
CLEAN NATIVE 2' MINUS BACK FILL ��' '
CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A
FINISH GRADE--\3/4• a
F�
BRASS PIPE LOCK BOX
SATURATE AND COMPACT TO 90% NON PRESSURE LATERAL LINE
(SEE SPECIAL NOTE ABOVE) z LATERAL UNE
LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF
PANELS TOGETHER.
1-8- 4 REBAR
co
RE
BLACK BLUE
D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS
d
18" l8
N
PRESSURE SUPPLY UNE
IRRIGATION CONTROLLER
FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS
HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE
WLN
�
CONTROLL WIRESHARDSCAPE
AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO
_FOOTING/FOUNDATION
120'FMAV)(�vOP
Clf1W BACKFILL
e
PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO
L _ 12'
NON PRESSURE LATERAL UNE W/SLEEVE
KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM)
I
- PVC LINE PIPE
rrrL! , T
PRESSURE ONC. STABILI ER PRESSURE
SUPPLY LINE TRUST BLOCK'S FRONT SUPPLY LINE
NTAKE) (DISCHARGE)
N PRESSURE SUPPLY UNE W/SLEEVE
OF 14
WHITE /WIRES
(COMMON)
ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP.
E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE
ROOTING GROWTH AREA HOWEVER ADVERSE SOIL AND DRAINAGE
NON-PRESSURE
yyl
'�
18' MIN LINE FITTING
BACKFLOW ENCLOSURE
NOTE BELOW
SAND BALD( FILL
BLUE
CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS
TREE AT
UNION CONNECTION
3/4" GRAVEL (SEE
6'MIN
WATERPROOF ALL
TO ENSURE HEALTHY GROWTH OF THE PLANTING.
or PEA GRAVEL
S vo W 16000 (MIN.3 CU. FT.)
BRASS ELBOW
6 "
FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
2' MI LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE
WIRE CONNECTIONS
AS PER STD.
SIDEWALK
VC LINE PIPE PVC SCH. 40 MALE ADAPTOR
• + BRASS UNION
6' INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS.
)
e
VC ELBOW (TYP. 2 PLACES)
-
"'• • • BRASS BALL
+�
NOTES. MIN ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
RED
BLACK MASTER CONTROL
SIDEWALK o
PVC LINE PIPE
` ' ' •' VALVE
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP.
VALVEe
o
COMMON WIR�W PVC SUPPLY LINE FITTINGS(SXSXS)
-
#4 REBAR
L12 112
SPEC. SNAKE ALL PIPE IN TRENCH.
T R OF THE INE TO BE
ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X HE DIAMETER E L CONTROL WIRES AT iPRESSURE UR
BUNDLE AND TAPE ALL CO OL ES 0' D.C.0 C 0 E S E
FLOW SENSOR
DIAMETER SAME SIZE
- - .
.._..
CONTROL WIREZ
SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE
CHANGES IN DIRECTION.
AS FLOW METER SIZE
, o :.:: :....... .
` ' ` '"
• INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
!'%'�
NOTES:
NOTE: BACKFLOW ENCLOSURE,LE MEUR
OR EQUAL 24"X60"X36" HIGH
TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. PRESSURE MAIN 2' AND LARGER SHALL BE P.V.C. CLASS 315
`��` '� '''�' ^�1'�`';';•_,;�`
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40.
='
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART.
HINGED AT ONE END SECURE TO
6"X8" FOOTING W/4" J BOLTSCONTRACTOR
END
INSPECTOR
SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
MINIMUM DI TANCE DOWNSTREAM
5X DIAMETER OF FLOW METER SIZE
CURB ;;; :,, - ..• : ,: ,';`'
DEEPROOT LB 18-2 -! x'•" `= -:.. E, ; s
3. USE TEFLON TAPE ON ALL THREADED FITTINGS.
4. ONE VALVE PER VALVE BOX
(EQUIPMENT TO BE CENTERED
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE.
>;
GROUND LOCKS '
INSIDE HOUSING)
PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL.MINIMUM
CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE
DISTANCE UPSTREAM
LOX DIAMETER OF FLOW
:•� "`'
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
3' AND LARGER.
METER SIZE
E REMOTE CONTROL VALVE
F R.P. BACKFLOW DEVICE
G PIPE TRENCHING
H
MASTER VALVE FLOW SENSOR
I ROOT DEFLECTORS
�' ----SHINGLE NAIL
LODGE POLE
RADIUS EDGES 1/2"
6"
TREE TRUNK
TREE /SHRUB PER PLAN
CINCH TIE
FINISH GRADE
(DO NOT TWIST)
0 INSTALL JJTE NETTING ON UP AND
4° (TURF SIDE
PREVAILING WIND
o DOWN SLOPE AS NEEDED TO
'� CONTROL EROSION
_
I I 1
.� DIRECTION
�•�
SFiRU$ OR TREE PER PLAN � o SLOPE PROFILE
21 GRAM AGRIFORM TABLETS
(2)- 10'X2" DIA LODGEPOLE PINE TREE
- -
'� I� HH I��
'�' - rrr
3- PER 15 GAL. TREE
6- PER 24" BOX TREE
STAKE COPPER NAPTHENATE
TREATED AND DRIVEN IN GROUND
U
=o o _F
9— PER 36" BOX TREE
ARBOR GUARD ON ALL 1— PER 1 GAL SHRUB
2— PER 5 AND 15 GAL SHRUBS
TO 2FT. MIN. DEPTH. 2 REQ'D
RUBBER 'CINCH TIE' REQ'D
MAINTAIN 5AUCER ON LONER
1/4" MULCH—I I G
v �_
(4)
1111111 I�.��I — �-
TREES IN TURF AREAS
51DE5 OF PLANT TO RETAIN
HATER I
#3 REBAR, CONTINUOUS
1/4" MULC FINISH GRADE
ARBOR GUARD IN TURF AREAS
BACKFILL HITH 5PEGIFIED
- II :::: III I I/2 x RooTBALL
I DEPTH
WATERING BASIN coo
9" PREPARED BACKFILL MIX,
PLANTING MIX
=1-
NATIVE SOIL 90% COMPACTED
o
_ DEEPROOT BARRIER PANEL #UB 24-2, INSTALL PER
HEN TREE IS PLANTED WITHIN 7 OF CURB/PAVING
I �I
DET.
SEE SPECIFICATIONS
18"J HIGH WATER BASIN,
HATER AND TAMP TO
REMOVE AIR POCKETS
•• �- b
_ I E-= I=
.�.... _
FINISH G D SET 1/2" ABOVE
2 x ROOT - II III I FINISH GRADE
AT TIME OF PLANTING
AT
���
OVER OVATE 4 REGOMPAGT 2 x
NATIVE ROOTBALL
z
NOTE:
MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND
I BACKFILL MIX - SITE SOIL + 1/ ORGANIC AMENDMENTS
BALL DEPTH II . _ _ - MIXED TOGETHER FOREST HUMUS) OR EQUAL PLUS
FINISH GRADE
DIAMETER
--1 V
D- Q
PLANTER AREAS UNLESS OTHERWISE NOTED.
I . . II FERTILIZERS PER SOILS ANALYSIS
-
EQUAL
UNDISTURBED NATIVE SOIL
ADDED AGRIFOR PER TABLETSTO
SRECOMECIS.
n
2 x ROOT BALL
WIDTH
ALL &ROUNDCOVER TO 5E PLANTED
AT EQUAL SPACING (TRIANGULAR SPACED)
2X DIA. OF ROOT BALL
A5 NOTED IN THE PLANTING LEGEND
EDGE OF PAVEMENT
J CONCRETE MOW CURB
K TREE AND SHRUB PLANTING
L TREE STAKING
M
SLOPE PLANTING
N GROUNCOVER SPACING
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
j C I T Y O F F O N T A N A CALIFORNIA
�� �
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
�,prwsc,�F
�� �.
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
�° N T e�
`~��P<a /$y�'�
STB
LANDSCAPE ARCHITECTS, Inc.
TRACT NO. 16993 CFD AREAS
o
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
"°�
• LANDSCAPE ARCHITEC'Pm
DRAWN BY:
CAD
SCALE:
Q�
�
_`'� ILiRI GATLON CONSULTANTS
IRRIGATION AND PLANTING
NONE
DESIGNED BY:
DATE:
DIAL TWD WORKING
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
15 South 5th Street
CONSTRU TION DETAILS
BEFORE DAYS BEF❑RE
*
Redlands, California 92373
CR
4/9/07
YOU DIG Y❑u DIG
REVISIONS TO THE PLANS TO BRING THEM INTO
`rTgr
APP VE
ROWING NO.:
TOLL FREE 1-800-227
2725 ���
FOF
(909) 798-7490 Fax (909) 307-8235
CA Uc. No. 2725, NV Uc. -No. 466
CHECKED BY•
D
7
5
A PUBLIC SERVICE BY UNDERGROUND
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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1