HomeMy WebLinkAbout3667-6CONCRETE WALK OR FOUNDATION
GENERAL NOTM
PROVIDE IODA METER AND 50A/2P MAIN G/B WHERE INDICATED
ON DRAWINGS
3/4" FOR TURF AREAS
PROVIDE PA J30APO WiERE INOIGATED ON ORMIN&S.
1-1/Y FOR SHRUB/GROUND
PROVIDE IRRIGATION 604TROLLEt CABINET WtIERE INDICATED
COVER AREAS.
NOTE=
ON DRANN05 GONtRA6TOR TO VL3 "LOCATION W/ C41 Y INSPECTOR
2'
ALL PaIEtR WIRES, GROUND WIRES ETC. SHALL BE
TERMINATE AT EXISTiON HANDHOLE. PER S.G.E GOP PAW REQ.
SEPARATELY SLEEVED AND 5WEFT THROUGH
VERIFY EXACT LH ATiON AND 7MO41HATION RZa WITH 3.G -E Co.
• FINISH GRADE/TOP OF MULCH -SOD
ENCLOSED PAP WITH SCH 40 RIGID CONDUIT
TO ING
o
PROVIDE 20 AMP
ALL SLEEVING SMALL BE A MINIMUM OF I6' BELCH PROVIDE
POLE B�� A
CONWIT AND CONDUCTOR SIZES ARE BASED ON NONMETALL-6 CONDUIT
M AND COPPEi CONDUCTORS WITH TYPE INSUlAT10Fl
VALVE BOX WA.OGK
10' VALVE BOX MARKED W/ Y
/ o .
FINISHED GRAPE ALL SLEEV INS 15 A GRAPHIC REPRESENTATION FOR NEN PUMPS
�- FINISH GRADE
LETTERS READING 0.C: QUICK COUPLER VALVE
IIRRI6. OF A TYP. INSTALLATION. WHERE APPLICABLE
W/ LOCKING BOLT LID
I
I I I I I I—I I!-1 I i—I I f I �—III—� I
Gi7Nf.
12" MIN. FROM 11ARDSCAPE MATERIALS
POP-UP SPRAY SPRINKLER PER. LEGEND -INSTALL SO
SIZE OF EWIPMENT = 4614 X I6'D X 54' H16H
50 A
2p
_ _ _ _ _ _ _
i(—I I I T—III—� I l
I -I (l , I 1 1----I I �—� + �—I � � I�—� I �-I I l—I I I�I ( I ; (I I—
l i
FlNISH GRADE
• c
THE BOTTOM OF THE CAP 1S ABOVE FIN. GRADE
ANP
SIZE OF Car,. SLAB - 521.1 X 24°0 X 6' THICK
120/240
4
Q�� -' I —, ——�
18
0 CITY Of ;ONTANA
PVC MALL ADAPTOR
PVC SCH 80 NIPPLE
W/*4 REMARS AT 12' O.G. TYP
12 G{R URWGATION CONTROLLER STANDARD
PANEL FOR GOMMUNL� AGILITIE5 D15TRIGTS
PEA
i 5J
6' MIN GRAVEL
DOUBLE SWING JOINT)
L TORO 5ETITTNE. 55AK(24002516N51 24 AND 36 5TA71ON FIELD
SATELLITE GONTROL.LESL
a MAINLINE
2 x 4 RWD OR BRICK
BRASS STREET ELL TYP l.
(2) SCH 40
STREET ELLS "}—�
�9
3y
_
2. MOUNT IN STRONG BOX MODO_ NO. SB -2455,/120V.
_
VIIA_ X 12'�55 6ROUNP WHl F(N15T� E+RAPE I _ J 3 (yam KAINMASTER 32 PG PIGTAIL'TOR PZMOTE CONTROLL
BDLl
TIOtt
PARKI^IAY
G a
TE VALVE
2' x 4' F042 BLOCK
RASS NIPPLE 6' MIN
I
PVC SHC 40 TEE OR ELL
PVC SCH 40 STREET ELL
lf
TILT
1
INITIS GONEK
FILL WITH PFA GRAVEL f :
a'
4- PROVIDE 5F�OR INPUT BOARD (51B) MODH_ #445-63 TO
:` 14: _ INTERFACE WITH RAW METM AND RAIN SHUT OFF DEVICE
GU. FT.
LATERAL UNE SIZE TO BE NOTED ON PLAN
PVC SCH 40 TEE OR ELL
�-4
/��� �% • a '`
, 5. PROVIDE RADIO LINK KIT *moi?611 TO 0014M JNIGATE WITH
GENTRAI. GO%A. ALL RADIO EQUIPh1ETlT 5HP�lL BeBE
PEA GRAVEL
•
a �e _e'j
COMPATIBLE YVITH VHF.
MIN. 14 REBAR, ATTACH
NOTE: W/(2) sTAINL % sTEEI. BANDS
PVC LATERAL PIPE
#4 REBARS
TYP. GROW FOR ELECTRICAL
�i 5/8'DIA X 10' DRIVEN GROUND
'
6. PROVIDE GROUIV ROD AND SURGE PROTECTION FOfi EACH
SATEWTE CONTfROLLiJt
USE TEFLON TAPE ON ALL THREADED FITTINGS
4•
- - ROD PER ARTICLE 250-61
OF 1440 NEG
MIKE
��tMIN
DEFICIT
is
3/4'G, f6
A POP-UP SPRINKLER
B ELECTRIC CONTROLLER
AND ELECTRIC METER
C GATE VALVE
DQ UICK COUPLER VALVE
PRESSURE REGULATOR IF
BOX TO BE PLACED AT RIGHT ANGLE TO
HARDSCAPE EDGE w/ VALVE # ETCHED IN LID
REQUIRED. SET AS SHOWN
ON SITE DRAWING BACKFLOWRPREYUENTER
12N18' PLASTIC BOX AND COVER WITH
LOCK TOP
STRAINER 140 ¢BASS NIPPLE
MESH MO EL FMS
CURL TYPE EXPANSION LOOP (MIN.24-)
BRASS ELBOW BRASS ELBOW
WATERPROOF WIRE CONNECTION 12U
BRASS UNION
CHRISTY'S I.0 TAG (STANDARD) AS NOTED HARDSCAPE
BRASS BALL i RELIEF PORT' BRASS
LOOSE KEY � S PBA
FINISHED VGR WN � MRIMAPES
SECURE TO SOLENOID PIGTAIL
VALVE HosE ale 18'oe VALVE
6
FINISH GRADE 3/4• ` '
4
BRASS PIPE LOCK BOX
T
L, p ppm �A� App p 4 REBAR
–
"
NON PRESSURE LATERAL UNE
CLEMI BI�CK FILL SATURATE AND OOYPACf TO 9076
H RDSCJ4 W UTERN LINE
I
RADIUS EDGES 1/2'
6
d
•e—o — cam--- o �t3 ��
-► I I I I I
18, p p
ra. :x� ,tea a3az. �, �„ ,�; ;�: ;
=;
r , , 4 : - , - _ �, - • 1 I P yLPaLY LarE
NATnrE aACI¢u 2' uwus
, FlNISH GRADE
4 (TURF SIDE)
_
Ir
' j-'COMROLL
FOOTING/FOUNDATION
WIRES
12%M TOP
OF VALVE SO OID It
I
PRESSURE �0 NC. STABIL FR PRESSURE
NOM PRSIIRE LATERAL LANE w/9 EEVE C"BAgo-1LL
PRESSLIRE SUPPLY LINE w/% EVE 1
I I I in
1=
,,;PVC LINE PIPE
�NTAPLY LINE (TRUST BLOCK FRONT ,SUPPLY LIN
DISC
* -
-
NON -PRESSURE
18' MIN / LINE FITTING
J UNION CONNECTION
$ACKFLOW EN RE
3/4' GRAVEL (SEE NOTE BELOW
- _ WIREyE
.. _ ,
•�, - - __ SW M FILL
PEA GRAVEL
S e � (MIN.3 CU. FT.)
BRASS ELBOW
6 8 ��p p
= r
2 MI FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
LARGER THAN 1/2 INCH IN SIZE THIS WILL BE PERMITTED IN THE
3 REBAR, CONTINUOUS
C UNE PIPE PVC SCH. 40 MALE ADAPTOR
(TVP. 2PLACES)
. .+-: --:.:
. . a„ :' *. BRASS UNION
- - • • -' -
g•
IN INITIAL BACKFILL MEASURED 8' FROM THE TOP OF PIPE THE REMAINDER
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS.
EU�W
�• . - _. -: • :' : �_ - .. - . - : BRASS BALL
ALVE
b9I�: ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 9096
NATIVE SOIL 90% COMPACTED
PVC UNE PIPE
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP.
COMMON WIRE -2r- PVC SUPPLY LINE FITTINGS(SXSXS)
CONTROL WIR
il<4 REBAR
Ll A2 PLAN Ll 2A a%
SPEC. SNAKE ALL PIPE IN TRENCH.
ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE To BE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. T4 PRESSURE
SLEEVED. SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE
NOTE:
MOW
CURB SHALL BE PLACED BETWEEN ALL GRASS AND
,_ •6r; ':
s INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION.
PLANTER AREAS UNLESS OTHERWISE NOTED.
NOTES:
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED
NOTE BACKFLOW ENCLOSURE,L-E 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
SLEEVES SHALL BE E7tTENDED 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 BOLTS END
INSPECTOR
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
3. USE TEFLON TAPE ON ALL THREADED FITTINGS.
(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.
4. ONE VALVE PER VALVE BOX
INSIDE HOUSING)
PROVIDE A VERTICAL MARK AT ENDS OF SLEEKING VISIBLE AT GROUND LEVEL.
CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE
A DRINKING FOUNTAIN OR PRESSURE MAINLINE
PAN*
D LARGER.
E REMOTE CONTROL VALVE
F R.P. BACKFLOW DEVICE
G PIPE TRENCHING
H
CONCRETE MOW CURB
A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR
THE TREE PLACE CENTER OF 20' STRIP AT MIDPOINT OF TREE
USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS.
SHINGLE NAIL
8. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR
BARRIER CHOSEN.
C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS
LODGE POLE
SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX
(THEY COME PREASSWEILEID) AND SEPARATE THE JOINER AT THE
TREE TRUNK
CORRECT LENGTH. WHEN INSTAWNG DEEPROOT UNIVERSAL BARRIERS IN A
TREE /SHRUB PER PIAN
LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF
CINCH TIE
PANELS TOGETHER.
(DO NOT TWIST)
D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS
PREVAILING WIND
FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS
DIRECTION
HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE
,y
HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO
PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO
21 GRAM AGRIFORM TABLETS
(2)- 10'X2" DIA LODGEPOLE PINE TREE
KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2' (13MM)
3- PER 15 GAL TREE
6- PER 24' BOX TREE
STAKE COPPER NAPTI-IENATE
TREATED AND DRIVEN IN GROUND
ABOVE GRADE TO ENSURE: ROOTS DO NOT GROW OVER THE TOP.
E PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE
e O
INSTALL JUTE NETTING ON UP AND
1.O EAST TO
9- PFR- 36' SOX TREE
HH
1- PER GAL SH
I 1
TO 2FT. MIN. DEPTH. 2 REQ'D
ROOTING GROWEN AREA, HOWEVER ADVERSE SOIL AND DRAINAGE
'�
MTHF
GONTTR01. ER0510N
ARBOR GUARD ON ALL 2- PER AND GAL SHRUBS
TREES IN TURF AREAS
CINCH TIE(4) REQ D
CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA TAKE STEPS
TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING.
SHRUB OR TREEPEl21'LAN t w. � '
" Cw��•,
SLOPE PROFIL E
1/4' MULC FINISH GRADE
ARBOR GUARD IN TURF AREAS
z
SIDEWALK
cw '�
M -
WATERING BASIN. oo
_ DEEPROOT BARRIER PANEL JUB 24-2, INSTALL PER DET.
EN TREE IS PLANTED WITHIN 5' OF CURB/PAVING
PREPARED BACKFILL MIX,
SEE SPECIFICATIONS
L()
p
SIDEWALK
u
;o 0
I/.}� NAA.GH �, $06v
I
I I.
I � � ROOTBAL.L. - SET 1/2' ABOVE
FINISH GRADE
Q 3 HIGH WATER BASIN,
S AT TIME OF PLANTING
e
o o
"
MAINTAIN 5AUG13t ON LOWT32
SIDES OF PI -ANT TO RETAIN WATER
I :_'
—
2 x ROOT- _ _
BALL DEPTH _ BACKFILL MIX SOIL + 1 ORGANIC AMENDMENTS
MIXE ZE� S0ILISTNA�L IS OR EQUAL PLUS
I -
�' FlNISH GRADE
I (
zyA-�:..
=;ate► -
amb ;+�`-,t %:
-Ann. �yyr#$ o
E1P�GKFILL WITH SPECIFIED -'
PLANTING MIX = _ _ _
WATi32 AND TAMP TO r
I i/2 x ROOTBALL
DEPTH
6-,: -'�-
_ OVER -EXCAVATE AND RECOMPACi
AGRIFORM TABLETS TO BE
o l
. �.-.:
':�.
RB•fOYE AIR POCKETS I I
-T-
I� I NATIVE SOIL
I
2 x R00113ALL
OTBAW1011,
�I - ADDED PER MFG. RECOM DS.
-
r
_ - Y _
,r .�`..�
: +� s. _` a x'*s'ct - " ,
Arr+ ate•
~c �; ,� v
DEEPROOT LB 18-2 cL1Rs =v,,.� :�.-.
-EXGAVATM 4 REGOMF'AGT
NAT YE SOIL 2 x RA0OT2VALL-
D
2X DIA. OF
GROUND LOCKS , r•,r�
ROOT BALL
I TREE AND SHRUB PLANTING
J TREE STAKING
K ROOT DEFLECTORS L SLOPE PLANTING
4 O REV: REVISION DESCRIPTION DATE ENGR. CITY DATE � �.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN tiN'1D� MWA�E
• e°
�C I T Y O F F O N TA N A, CALIFORNIA
NO. 16572 LMD AREAS
ARCHRECT3TRACT
TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN 0//�`DRAWN
e (O ' ` LANDSCAPB AR g
°'�� :``� >Ec�oN CONSULT&NTS
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
BY-
AD SCALE:
IRRIGATION AND PLANTING NONE
DIAL TWO WORKING
15 South 5th Street
DESIGNED BY -DATE: DETAILS DATE:
BEFORE DAYS BEFORE
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN * �o r- a * �, Redlands, California 92373
CR 9/2/04
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
•� ,
EFFECT. sl' 2725 ��P 909) 798-7490 Fax (909) 307-8235
OF UFOEL CA Lit. No 272 , NV L;t No. 466
/ 1-1
CHECKED BY: AP OVED /� DRAWING NO.:
6
stblan arc(h.com
"5:7 �'/
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STB81,� 3667
CITY ENGINEER .C.E. 511 2 DATE 6