HomeMy WebLinkAbout3982-6ee*g& NOTES+
CONCRETE WALK OR FOUNDATION PROVIDE 100A METER AND 5OAoW MAIN C/B HIM IMCATI D
ON ORAY1 NON
3/4' FOR TURF AREAS PROVIDE PANELSOARD WHERE IIVCATW ON DRAWiN68.
i -11Y FOR SIA ND AL
COVER NOTER DRANNO66 GON1'tWTORO VERIFY LOGATM W GTY IW A9%TOR
2» --- ALL POIN R WIRES, OROl1ND KIM$ ETC. 51NIALi. 99 TM41MTO AT EASTION HA DHOUL PER S CP- COMPANY ma
• FINISH GRADE/TOP OF MULCH -SOD SEPARA1ZLY S'A'M •'� TW�OihSH VIER� ON AM �►nON PEON VM S.C.E. GO•
ENGLO D PAD J�lITH SCH 40 RI6iD GOPGLJiT PRWILV 20 AMP CaMIT AND CONVZTOR SiZES ARE SAW ON NONMETALLEC CONDUIT VALVE I30X KIl.4CK
' ALL 5LEE"YfN6 SHALL 8E A MIAIIMUM OF !8" BElOA 2 POLE OFMAKER AND COPPER C 0NOWTORS WfTH TYPE: 'n4#din W' INSULA 1100 BRAND 6Y ON TOP LID
o M 10 VALVE BOX MARKED W/ Y
FINiSFW GRADE. ALL SLEEVINO 15 A 61 APHIC REF ESErTATION FOR N&I AmosFINISH 6RADE LETTERS READING Q.C. QUICK COUPLER VALVE
• * ° lmw. OF A TYR INSTALLATION, Y�¢E APPLICABLE /�- W/ LOCKING BOLT UD
50 i I I I (IIi j i I I I I III 111 I I - l i i l I� I I I III I l f IIi i I I i l I, GRADE 1Y MIN. FROM NARDSCAPE MATERS
GOVT 2P A c
SIZE OF � = 4b'W X !8"D X54' HIGH ... .-�
THE BOTTOM 4F SPRINKLER PER
ABOVE FIN. GR DEL SO Ir AND � f I i I � I � • -
SIZE OF CONG. SLA13 a 52'W X 24'0 X 8' THICK 0 3HCITY OF FONTANA
PVC SCH 80 NIPPLE ADAPTOR
4 R MARS AT 12 O.G. TIP !2 CAR11 � �' �
PAJdEL FOR
6A `5 IL� ms PiSTRK. 6' !IN PEA GRAVEL
GVM
1. TORO wENTINELs SSAK--PSf6N31 STA110H FIELD a'''"•...-� kt. RWD OR BRICK
�L2)
UBLE SWING JOINT) SATELLITE C 4TROUXK (SIZE PER Lam) o MAINLINE BRASS STREET Ell lYP.---.._
50
SCH 40 T Z. MOUNT IN Si'I " BOX MOM NO.5B-24WA20V. O � o p TIPPLE C MN
STREET ELLS r r I— — - J (STAINLESS STEW
»
be
,pu,� y,,�,l FfW5H1:D 6RAd�E P. 3. OPMRATOi INMASTER 32 PG 'PIGTAIL' FOR P040ITE GONTR�OLL 2' x 4' RY0 BLOCK
3 k iTH PARKWAY GOVEI�, 4. PROVIDES OR INPUT BOARD t'StB) MODEL. i�3-63 TO WAC SHC 40 IEE OR Ell
I [ATM LINE SU TO BE NOTED ON PIAN
PVC SCH 40 STREET ELL FILL WITH PEA 6itAVM i as INTERFACE iITH FLOW METER AIV RAIN SHUT OFF DEVICE.
GU. FT. PEA GRAVEL
PVC SCH 40 TEE OR ELL ---�-- • .:"-T�► a • afi a d /y %� � f ��i GIITRi Awl. � ALL RADiO iEw �FH+LIA Ea TM 24" MINN#4 REBAR. ATUgi
04 RIMAf* ,� OTE. W/(2) srAlNlEss srEEI. BANDS
�; GOMPATIL3LE WITi�L VHF.
PVC LATERAL PIPE 3/&VIA X 10' DRIVEN 6RO" 6' �Li� N € r>acTtoN FOR USE TEFLON TAPE ON ALL THREADED FITTINGS
4w .- pw PER ARncLE 25o4i
OP II90 Nt3GMIKE: DOE3l3, TUBI* STAR
S/4'G. 1#6 (&V) 774-8873 6 AiN OFF [CO
U
W
F_
2
U
C GATE VA
A POP-UP SPRINKLER B ELECTRIC CONTROLLER AND ELECTRIC METER LVE
D QUICK COUPLER VALVE w
a
z
m
PRESSURE REGULATOR IF v
BOX 70 BE PLACED AT RIGHT ANGLE TO 0 QUIR D. SET }�3 SHOWN REDUCE PRESSURE a
HARDSCAPE EDGE W/ VALVE # ETCHED IN UD ONS DRAWING 13ACKFLOW PREVENTER
12"X18" PLASTIC BOX AND COVER WITH STRAINER #40 BRASS NiPPLE
LOCK TOP MESH MODEL 4 PLACES) A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR a
THE TREE PLACE CENTER OF 20' STRIP AT MIDPOINT OF TREE.
CURL TYPE EXPANSION LOOP . (MlN.24") BRASS ELBOW BRASS ELBOW USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS.
WATERPROOF WIRE CONNECTION 12'OR ® BRASS UNION BARRIER CHOSEN. z
B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR a
CHRISTY'S 1.0 TAG (STANDARD) AS NOTED HARDSCAPE BRASS BALL UEF PORT BRASS PIPEBRASS FINISHEDFlNISHED GRADE C. INSTALL THE BARRIER.
WHEN USiNG DEEPR00T LINEAR BARRIERS
LOOSE KEY f3 NiN FROM HAFOSC s SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX
SECURE TO SOLENOID PIGTAIL VALVE 1 g VALVE 6
HOSE BIB (THEY COME PREASSEMBtED) AND SEPARATE THE JOINER AT THE �
3/4r BRASS PIPE LOCK BOX ' '' • CORRECT LENGTH. WHEN INSTALLING DEEPR04T UNIVERSAL BARRIERS INA cn
4.- NON PRESSURE LATERAL UNE LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF w
FINISH GRADEq _ _ - - .. -i BMt FLi. PANELS TOGETHER
., _ � LATfRJ�t.IlNE a
a . 8» • • - 18,
14 REBAR D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS w
PREMK SUPPLY FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. R IS w
17
N��IVE BM* U. Y t HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE �
!�WI_ I � : a a. - s 00MROIL Wm HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO �-
_ I'-
FOO
74NG/FOUNDATION PROMOTE A CLEM SMOOTH FIT TO THE HAROSCAPE BE SURE TO
12'1i1AX. TOP S UID 12' NODI PRESSURE taTER1�i. LM Yl/%M:: •::':; ._: ;. � �: c"9Am1.!' " a
OF VALVE KEEP THE BARRIERS DOUBLE TOP EDGE AT LEAST 1/2 (MMM)
PVC UNE PIPE PRESSURE CO NC. STABILIZER PRESSURE N PRESSURE SUPPLY L.NE WAL&W ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP.
INTOE UNE (TRUST BLOCK) FRONT SUPPLY
A - .
I- � } � � E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE o
18" tilN NON -PRESSURE x • . •.•-OMM- W� ROOTING GROWTH ARFA, HOWEVER ADVERSE SOiL AND DRAINAGE w
UNE FITTING y BACKFLOW ENCLOSURE ;� • ,..a S" M Ft CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA TAKE STEPS o
EE NOTE BELOW ' ' ` a
UNION CONNECTION 3/4 GRAVEL • ' •; ; : 6'i TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. U
PEA GRAVEL BRASS ELBOW SIDEWALK o
(MIN.3 CU. FT.) 6»� • _• ' ` = • ' ; • . ED ON ALL LINES. NO
2" MI LARGER THANK 1 2 INCH N SIZEFINE GRANULAR MATERIAL WILL BE
'17H SC WILL. PERMITTED N THE o
UNE PIPE PVC SCH. 40 MALE ADAPTOR •' = ., . ;; : ' = BRASS UNION B' INITIAL BACKFILL MEASURED 8" FROM THE TOP OF"PfPh THE REMAINDER
MN OF TRENCH CAN BE FiLL WITH ROCK- SCREENED 2 MINUS. t, z
ftb�(TVP. 2 PLACES} .,�O ® BRASS BALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90X SIDEWALK o
ELBOW ! *t. s ' ,:- VALVE U
PVC UNE PIPE • INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SiZE PER INSTALL ALL PVC PIPE WITH LABEL UP. o
COMMON WIRF��"' PVC SUPPLY UNE FITTINGS(SXSXS) tE. f +' - .2. '!% �. , SPEC. SNAKE ALL PIPE IN TRENCH. ' 4 :y 0 3• `;'i;. v
-*,.-.a- ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE TO BE ? _ w
•• f,..4 REBAR BUNDLE AND TAPE AIL,. CONTROL WIRES AT 10' O.C. TO PRESSUREi�":• ,
CONTROL WIR 12 PLAN 12 •_'.: :•` r • t SLEEVED. SUPPLY PROVIDE A SERVICE DEGREE ? -:� ': ' o �'•
UNE AND P LOOP AT ALL 90 :.• ELr
* INCREASE THIS DISTANCE TO 3W WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL ` • { ��,��, -•�;, :{`,} . + +� , ; .
-�„ CHANGES N DIRECTION.` c� r r:'S• p s,:.
1. r
NOTES: NOTE: BACKFLOW ENCLOSURE.LE MEUR TRAFFlC WAYS WHEN INSTRUCTED BY INSPECTOR. ..;'•i� �. +},•re
OR EQUAL 24"X60"X36» HIGH PRESSURE MAN r AND LARGER SMALL BE P.V.C. CLASS 315 �•� {` s • �, �. -t j,�y s ,� ~'ate w
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY =� �
HINGED AT ONE END SECURE TO INSPECTOR SMALLER THAN Z SWILL BE P.V.C. SCHEDULE 40. �• r � �`' • ' ~ • s = �`'fn
• : s
. ;. R t , t •! . /�. r w
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. » » :�=��=f�.•► ='L �'
CURB =s•.� 4•'t ��a-:;?.
6"X8 FOOTING W/4 J BOLTS END CONTRACTOR SHAD. PROVIDE SLEEVES OR CONDUIT LINES WHEN EEPRuoT LB 18-2"'�`•.+ ti .*tr,;i= o
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 ' z r; - . ; : ''_"
4. ONE VALVE PER VALVE BOX INSIDE HOUSING) PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. GROUND LOCKS •s,Y *'�""�' � • a
CONTRACTOR SHALL PROVIDE 24' (LACHES OF COVER OVER PIPE .� •.�•
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
3" AND LARGER. z
a
d
w
w
F R.P. BACKFLOW DEVICE G PIPE TRENCHING
E REMOTE CONTROL VALVE H ROOT DEFLECTORS
0
z
O
0
SHiNGL.E NAIL a
0
LODGE POLE V)
z
TREE TRUNK �
6» RADIUS EDGES 1/2" TREE / SHRUB PER PLAN CINCH TIE w
---� (DO NOT TWiST) w
FINISH 4" /TURF SIDE PREVAILING -� D RECTION WEND o 0 tD�pTy `�,S O ,_►.
l ) -.b '� GONTfZOLS 1ON o
my Adj#I 1-1 I I� I r 1 (2)- 10'X2" DIA LODGEPOLE PINE TREE
� OR Tt E PER PLAN w e o SLOPE PROFILE
Muir 21 GRAM AGRIFORM TABLETS STAKE COPPER NAPTHENATE f.w ry3- PER 15» GAL. TREE TREATED AND DRIVEN N GROUND z --!E8- PER 24 Box TREE To 2FT. MN. DEPTH. 2 REQ D �o 0ZI I I IIS I I -I I I�I I�I
�-
9— PER 36" BOX TREE 4fg» I/4' MULCH O . z
1- PER 1 GAL. SHRUB CINCH TIE (4) REQ D o
ARBOR GUARD ON ALL. 2- PER 5 AND 15 GAL SHRUBS MAINTAIN M ON LOY�R v I !-- o
TREES IN TURF AREAS FINISH GRADE 18' ARBOR GUARD IN TURF AREAS SiVeS O* PLANT TO RETAIN WR
ATEw
13 REBAR, CONTINUOUS 1 /4» MULL
PREPARED BACKFILL MIX, 1 1/2 x ROOTBALL =
5'MIN SEE SPECIFICATIONS $AGKFILL �71i SPEGIf=I� .�" �-
WATERING BASIN o PL.AACrIN9 M o
DEEPROOT BARRIER PANEL B 24-2, INSTALL PER DET.
...,....... ......
�l1 ,. WATER ANI:? TAMP TO .... � .......... �..
NATIVE SOIL 90% COMPACTED EN TREE IS PLANTED WITHIN 7 OF CURB/PAVING 3 HIGH WATER BASIN, RE!`� AIR POCKETS3:6 �
ROOTBALL - SET 1/2' ABOVE AT TIME OF PLANTING I �= T
q AYAT . i RCCOMPACT
2 x ROOT-
FINISH GRADE /'~` • • FlNISH GRADE TR►�1 IL 2 x a
'BALL DEPTH MIX -NIL
OIL + 1/ p ANIC AMENDMENTS '` DIAD o
NOTE: r�tXE ST Hu�Us OR EQUAL PLUS
MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND FERnLtZ ER ANALYSIs ° ' -
PLANTER AREAS UNLESS OTHERWISE NOTED. UNDISTURBED NATIVE SOIL -- ' • .- ADDED M TABLETS TOM !�1 MAL -
PLANTER
Ti � i _ ADDED PER MFG. RECOM DS. o
2 x ROOTBALL 2X DIA. OF L ALL 6ROUNIxER OVTO W PLAALTW o
WIDTH AT EQUAL 5PACINO CMIAN6ULAR 5PACM)
ROOT BALL AS NOTA IN ne PLANTING LES
EDGE OF PAVEMENT
w
V)
w
o:
U
w
I CONCRETE MOW CURB J TREE AND SHRUB PLANTING K TREE STAKING L SLOPE PLANTING M GROUNCOVER SPACING
v
a
w
REV. REwsoN DEsmPnoN DATE ENGR. an oATE "T T Y CJ F� F� O N T A N A CALIFORNIA
Q SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO Y TRACT NO. 16724 CFC) AREAS g
0 EARS 0 F THE DATE 0 F ,h ' �i'q �S�y ;�Ir m, A�'E SIT ECTS
APPROVAL SHOWN HEREON AND . CARRiED FORTH IN A �� '� ' ` -44 90 " A LANDSCAPB A C` t= DRAWN BY: SCALE:
nUWx=ON COxscnTAM CAD I
RIGA AND PLANTING NONE o
DiAL. TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE � �15 South 5th Street DESIGNED BY: ' O DATE: �
BEFORE DAYS BEFORE � a f � _ � " Redlands, California 92373 f CON R T N DETAILS 10/11/05 0
0
YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO • •`�-' � — Z
YOU DIG 2725 ��P gpg ) ass -7490 Fax (9" �,
TOLL FREE 1--800--227-2600 -�j• GF CAlt40� G �• 272�7 X35 CHECKED BY: OVED B DRAWING NO.: o
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. `"" sblanddreh.com STB ! — 3982 6
CI ENGINEER. R.C. 5 1 DATE 6