HomeMy WebLinkAbout3712-6GENERAL NOTES:
CONCRETE .WALK OR FOUNDATION
PROVIDE 100A METER AND 50A/2P MAIN G/B WHERE INDIGATirD
ON DRAWINGS
3/4" FOR TURF AREAS PROVIDE PANELBOARD WHERE INDICATED ON DRAWING5.
1-1/2" FOR SHRUB/GROUND INDICATED
COVER .AREAS. NOTE: ON DRAWIIt�. C I OR TO VERIFY LOCATION W/ CITY IWAWTOR
2� ALL.POWER WIRES, GROUND WIRES ETC,. SHALL BE TERMINATE AT EXI5TION HANDHOLE. PER 54,.E. COMPANY REQ.
T. SEPARATELY SLEEVED AND 5YEPT THROUGH VERIFY EXACT LOCATION AND TERMINATION REQ. WITH 5.0.E. W.
FINISH GRADE/TOP OF MULCH-SOD-7ENCLOSED PAD WITH 5GH 40 RIGID CONDUIT PRIOR TO TRENCHING
PROVIDE 20 AMP CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEG CONDUIT
ALL SLE�/IN6 SHALL BE A MINIMUM OF IS" BELOW 2 POLE BREAKER M AND COPPER CONDUCTORS WITH"TYPE "THHN/THWN° INSULATION. VALVE BOX W/LOGK 10" VALVE BOX MARKED W/ 2'
o FIN15HED GRADE. ALL SLEEVING 15 A GRAPHIC REPRESENTATION FOR NEW PUMPS FINISH GRADE LETTERS READING Q.C. QUICK COUPLER VALVE
0 OF A TYP. INSTALLATION. WHERE APPLICABLE -
W/ LOCKING BOLT UD
1CONT.50 A -III III III III III I I III III III III III III III- 12" MIN. FROM HARDSCAPE MATERIALS
POP-UP SPRAY -SPRINKLER PER LEGEND -INSTALL SO SIZE OF EQUIPMENT = 4b"W X 18"D X 54" HIGH 2P ( -III III I I III III III III _III III III III (I I_ I FINISH GRADE a
THE BOTTOM OF THE .CAP IS ABOVE FIN. GRADE AND 120/240 �, —I I I a
-SIZE OF GONG. SLAB = 521W X 24112 X 8" TIIGK CITY OF FONTANA 8
0 3W PVC MALE ADAPTOR
W/#4 RESARS AT 12" O G. TYP 12 GIR IRRIGATION CONTROLLER STANDARD
...PVC. SCH 80 NIPPLEFOR COMMUNITY FACILITIES DISTRICTS
PANEL (GFD'S) 6" MIN PEA GRAVEL
1. TORO SENTINEL: SSAK36P516N51 STATION FIELD v .f-2 x 4 RWp OR BRICK
(DOUBLESWING 'JOINT) _ SATELLITE CONTROLLER v MAINLINE BRASS STREET ELL iYP. -- -
(2) SCH, 40
2. MOUNT IN STRONG BOX MODEL NO. 55-2455/12OV. GATE VALVE
a D RAS
S NIPPLE 6" MIN
STREET : ELLS' L_ — J (STAINLE-55 STEEL)
8" DIA. X 12" D. 5. PROVIDE RAINMA5TER 32 PG `PIGTAIL' FOR REMOTE CONTROLL 2" x 4" RWD BLOCK
"
BOTTOMLESS GROUND WELL FINISHED GRADE OPERATION. \PVC SHC 40 TEE OR ELL
3 WITH PARKWAY COVER, _ _ 4. PROVIDE SENSOR INPUT BOARD (515) MODEL #4415-63 TO LATERAL UNE SIZE TO BE NOTED ON PLAN
PVC SCH 40 STREET ELL FILL WITH PEA GRAVEL r - a< INTERFACE WITH FLOW METER AND RAIN SHUT OFF DEVICE.
///:•,�- : - �' I CU. FT. PEA GRAVEL
-�- �� •• _.4 4 5. PROVIDE RADIO LINK KIT #8q=1611 TO COMMUNICATE WITH
PVC SCH 40 . TEE OR ELL ate,. CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE
NOTE: 24" MINA REBAR, ATTACH
°� °I I i j COMPATIBLE WITH VHF.
' - -- - -- W/(2) STAINLESS STEEL BANDS
`~#¢ Rl�ARS ' I� GROUND FOR ELECTRICAL 6. PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH USE TEFLON TAPE ON ALL THREADED FITTINGS
PVC LATERAL PIPE ,� rn' s; _ ! 5!8"DIA X 10' DRIVEN GROUND SATELLITE CONTROLLER
4 ROD PER ARTICLE 250 81 MIKE 120515, TURF STAR
�f OF IagO NEC 3!4"G, I#6 (5001'r4-5515 (MAIN OFFICE)
ELECTRI-C
C GATE �VAL\/E POP UP SPRLNKL:ERB ELECTRLC CONTROLLER AID METER D QUICK COUPLER VALVE
PRESSURE .REGULATOR IF
BOX :TO BE PLACED. AT RIGHT _`ANGLE TO REQUIRED... SET AS SHOWN REDUCE PRESSURE
HARDSCAPE EDGE W/ VALVE #. ETCHED IN LID ON SITE DRAWING BACKFLOW PREVENTER
12'.'X18" .PLASTIC BOX AND COVER . WITH STRAINER #40 RASS NIPPLE
LOCK -TOP
MESH MODEL r4 PLACES)
CURL TYPE EXPANSION LOOP . (MIN:
BRASS ELBOW BRASS ELBOW FIN15H GRADE IN PLANT 5A51N-5MOOTH OUT IN LAWN AREAS—
WATERPROOF .WIRE ' CONNECTION BRASS UNION
BRASS PIPE FINISHED GRADE BUBBLER HEAD W/PA-50 ADA
AS NOTED HARDSCAPE RELIEF PORT 2"
CHRISTY S L.D TAG (STANDARD) BRASS BALL LOOSE KEY ,> BRASS BALL 6" MIN FROM HARDSCAPES
SECURE TO SOLENOID PIGTAIL VALVE HOSE BIB 18 VALVE 6"
11/IV111111/ILIV W 1U111111V 1111
_ BRASS PIPE LOCK BOX NON PRESSURE LATERAL LINE _ •
3/4 CLEAN BACK FILL SATURATE AND COMPACT TO 90% z z_ LATERAL UNE =III= III III= I
FINISH GRADE a M1 - , ._ - :_,
'g"y ° o as �� 0 0 4-REBAR HARDSCAPING
1821
- 0 PRESSURE SUPPLY UNE
• `, •iii:
—111 11= 111 T= —I I—I I I I I� I I— '` ,' �: t- "; } , u FOOTING/FOUNDATION NATIVE BACKFILL 2' MINus
:I I .l —_ � • I - •- - - .. .. corrrrRou. WIREs
12"MMAX. TO —{ I r-_� 1 I I— 12"
�� I - SOLENOID NON PRESSURE LATERAL UNE W/SLEEVE I -•, �� �: _ CLEAN BACKFILL
OF VALVE " +i -
aT j= PRESSURE CONC. STABILIZER PRESSURE * PRESSURE SUPPLY LINE W/SLEEVE
PVC LINE PIPE SUPPLY LINE (TRUST BLOCK) FRONT SUPPLY LINE
12" POP-UP HEAD REFER
(INTAKE) (DISCHARGE) r::. <y:: =. CONTROL WIRE SLEEVE TO LEGEND FOR TYPE
NON PRESSURE-,: =`'
18" MIN LINE FITTING ACKFLOW ENCLOSURE
I 3 4" GRAVEL (SEE NOTE BELOW) SAND BACK FILL 6"uIN
UNION CONNECTION / =
6- BRASS ELBOW `' FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
�s� � PEA GRAVEL 6� ® • 8 00 �� 2" MI
o . (MIN.3 CU. FT.) o 0
LARGER THAN 1/2 INCH IN SIZE. THIS WILL 8E PERMITTED .IN THE
PVC SCH. 40 MALE ADAPTOR s BRASS UNION 6' INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER
C LINE PIPE .°. ' _ - MIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS.
(TYP. 2 PLACES) •
\�4VC ELBOW a'< . - _ . _ a BRASS BALL NOTES:
VALVE ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
_ PUC LINE PIPE : p b ' L ALL
WIRE ADJACENT TO iTiE 'PRESSURE SUPPLY LINE, SIZE' PER INSTALL ALL PVC PIPE WITH LABEL UP.
INSTAL SLEEVE RES
PVC SUPPLY LINE -FITTINGS SXSXS ° SPEC. LATERAL PIPE
SNAKE ALL PIPE IN TRENCH.
COMMON WIRE' ( ) ® ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE TO BE
g .#4- REBAR BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
SLEEVED.
CONTROL` WIR� tl2 PLAN U12' - �i$ �� SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE SCH. 40 1=ITTtN
* INCREASE THIS DISTANCE TO 36 WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION.
BACKFLOW ENCLOSURE LE MEUR TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
NOTES:. NOTE: " " ;, PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C.. CLASS 315 MARLEX STREET
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE. NOTED OR EQUAL 24 X60 X36 HIGH SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40.
HINGED AT ONE END SECURE TO INSPECTOR
2. WHEN.. MORE THAN ONE VALVE IS LOCATED.. IN 1`HE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 6"X8" FOOTING W/4" J BOLTS CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUCE LINES WHEN SCH. 80 PVC, NIPP MARLEX STREET ELL
3. USE. TEFLON TAPE ON ALL THREADED FITTINGS. (EQUIPMENT .TO BE CENTERED END IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. (TRIPLE SWING JOINT)
4. ONE VALVE PER VALVE BOX INSIDE HOUSING) PROVIDE A VERTICAL MARK Al -ENDS OF SLEEVING VISIBLE AT GROUND LEVEL.
CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
3" AND LARGER.
E REMOTE CONTROL
VALVE F R.P. BACKFLOW DEVICE PIPE TRENCHING H POP-UP BUBBLER
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 B. 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 PREASSEMBLED) AND SEPARATE THE JOINER AT THE
RADIUS EDGES 1 /2" TREE TRUNK CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A
6" TREE / SHRUB PER PLAN UNEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF
CINCH TIE PANELS TOGETHER.
FINISH GRADE �— (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
S4 (TURF SIDE l DIRECTION HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE
- HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO
V PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO
I Pff
21 GRAM AGRIFORM TABLETS (2)- 10'X2" DIA LODGEPOLE PINE TREEKEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM)
I -I 3- PER 15�� GAL. TREE STAKE COPPER NAPTHENATE ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. 0 INSTALL JUTE NETTING ON UP AND
I I II II „ 1 13- PER 24" BOX TREE TREATED AND DRIVEN IN GROUND E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE o DOWN SLOPE SI NEEDED TO
9- PER 36 BOX TREE TO 2FT. MIN. DEPTH. 2 REQ'D ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND DRAINAGE �'� CONTROL EROSION
1- PER 1 GAL SHRUB CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS SHRUB OR TREE PER PLAN 0 SLOPE PROFILE
ARBOR GUARD ON ALL 2- PER 5 AND 15 GAL SHRUBS 'CINCH TIE' (4} REQ'D TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING.
TREES IN TURF AREAS
„ FINISH GRADE ARBOR GUARD IN TURF AREAS SIDEWALK c�
#3 REBAR, CONTINUOUS 1/4 MULC z g" PREPARED BACKFILL MIX, �a� a jedifF. BASIN " 0, SEE SPECIFICATIONS 1/4" MULCHI-
4 _ DEEPROOT BARRIER PANEL #UB 24-2, INSTALL. PER DET.
WITHIN
NATIVE SOIL 90% COMPACTED = _ , HEN TREE IS PLANTED WI IN 5' OF CURB/PAVING Q» 3" HIGH WATER BASIN, SIDEWALK o MAINTAIN SAUCER ON LOWER I
T_ I—f I I—� ROOTBALL - SET 1 /2 ABOVE U _
_ _ 0 0 SIDES 01= PLANT TO RETAIN WATER
III=III 1 — FINISH. GRADE �— AT TIME OF PLANTING o=�_ �=i I III 1 1/2 x ROOTBALL
2 x ROOT— =1 `I — — BACKFILL MIX —SITE SOIL + 1 ORGANIC AMENDMENTS �1 ` ter' `� o 0 0 r ?= BACKFILL WITH SPECIFIED _ _ I (I= DEPTH
BALL DEPTH — — / , o PLANTING MIX — —
NOTE:I — — — MIXED TOGETHER FOREST HUMUS .OR EQUAL PLUS FINISH GRADE _ —
— — FERTILIZERS PER SOILS ANALYSIS—
SHALL BE PLACED BETWEEN ALL GRASS AND — — _ -
f-1 I-
-I WAi1~R AND TAMP TO
MOW cuR6 _ _ — OTHERWISE NOTED. OVER -EXCAVATE AND RECOMPACT
PLANTER AREAS UNLESS H I h - „
• • - ,;-'•-�• ." "' "•�� -� o �- ---'•- REMOVE AIR POCKETS
AGRIFORM TABLETS TO BEIII-
- _ — — — NATIVE SOIL — =ti w ":� - ir` ..,--.:._:
=LI I=III-I 11---t l—I I =III I _ ADDED PER MFG. RECOM DS. . _ . _ �� j ,,;; .�, , OVER -EXCAVATE REGOMPAGT
2 x ROOTBAL.L
NATIVE 501E
DIAMETER
2 x ROOTBALI_ CURB
DEEPROOT LB 18-2
wl H 2X DIA. OF _} {_,:. t-�1•
y:.r1 ^ -.4 Wit: �•`?':'i _O
GROUND LOCKS=��;;•�
ROOT BALL
M SLOPE PLANTING.CONCRETE MOW CURB J TREE AID SHRUB PLANTING K TREE STAKING L ROOT DEFLECTORS
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE re -CITY O f t- Q N T /� N A, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN o �ANDSCgp�, S�
T. aU -� � �� TB TRACT NO. 16577 LMD AREAS
TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN �� ��y 4R Ye LANDSCAPE ARCHITECTS
o c� c �`�� � LANDSCAPE ARCHITECTURE DRAWNBY:
. SCALE:
AWANWAVA&WOMW AWA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS ems. die IRRIGATION CONSULTANTS IRRIGATION AND PLANTING NONE
DIAL TWO WORKING 9n 15 South 5th Street DESIGNED BY: DATE:
�� DAYS BEFORE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN * >k Redlands, California 92373 CR CONSTRUCTION DETAILS 9/29/04
BEFORE
date
YOU DIG YOU DIG EFFECT. `s�q7 2725 ��P (909) 798-7490 Fax (909) 307-8235 CHECKED BY: -APPROV BY: DRAWING NO.:
TOLL-FREE 1 —800-227-2600 F OF CAl.tFO� CA llc. No. anda NV lrc. No. 466 6
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT stblandarch.com STB 3712
CITY ENGINEER R.C.E. 51152 DATE 1
6