7952 i
NOTE:
THE DEVELOPER SHALL COORDINATE AND PAY ALL ASSOCIATED
NOTE: SEE ENCINITAS RANCH TOWN CENTER ON-SITE PLANS FOR COSTS FQR THE PHONE COMPANY TO PROVIDE ALL FINAL NOT€S
PLANTING AND IRRIGATION ON THE EAST SIDE OF GARDEN CONNECTIONS TO THE CONTROLLERS. . THE REQUIRED HOOK-UP
VIEW ROAD (TYPICAL TO THE PEDESTRIAN TRAIL TO THE SOUTH). IS TO BE TO RJ-11 PHONE JACK AS SUPPLIED BY THE PHONE CO. I. ALL
VALVE HIRING TO BE 014 OF DIRECT BURIAL`, ALL HIRE SPLICES ARE
(PRIVATELY BUILT AND PRIVATELY MAINTAINED) CONTRACTOR IS TO SHOW ALL PHONE LINE RUN LOCATIONS, TO BE MADE INSIDE VALVE BOXES.
NO HIRE'RUN OF LESS THAN 2500 FEE
DEPTH AND MATERIALS USED ON THE FINAL 'AS-BUILTS'. FEET SHALL BE SPLICED. NO WIRE RIJNSHALL HAVE MORE THAN ONE
SPLICE WITH THE EXCEPTION OF THE COMMON HIRE-
O 2. KEEP FLOW METER WIRES SEPARATE FROM ALL OTHER HIRES. FLOW METER
OPERATES ON 9 VOLT DC AND WILL BE DAMAGED IF CONNECTED TO 24
\ VOLTS AC.
3. CHECK VALVES SHALL BE INSTALLED AS REQUIRED
TO PREVENT ALL LOW HEAD DRAINAGE.
/ rroN Box(rrP}
ssCV
Fv so 4. INSTALL ONE EXTRA ORANGE WIRE AND ONE EXTRA GREEN WIRE
y�
---°-- --- FROM EACH MAINLINE SECTION END, BACK TO CONTROLLER- EXTRA
-----
Q Sr a HD ACV WIRES SHALL BE CONTINUOUS wITW NO SPLICES AND SHALL HAVE
" 2" �n p A 24' EXPANSION COIL AT END OF MAINLINE AND AT ALL REMOTE
�� ELECTRICAL CONDUIT A v •0' . *RECLAIMED K
�- LAw�n wATeR SIGN IrvP)_ __ CONTROL VALVE BOXES (INSIDE VALVE BOX) THEY PASS. .PROVIDE
h/ ro auroMarx co(urR A•3 o "r p--- ° - ?%z� A 36' EXPANSION COIL INSIDE'CONTROL
ENCLOSURE.
\\ HOLLERS (TYP 2 n /•� #1
t sue! 21, 2�/ 2 z THE EXTRA WIRES SHALL BE LABELED AS 'EXTRA' IN THE ENCLOSURE,
EN 21r d2 K
/. /r�. 5. WHERE SLEEVES CROSS BENEATH PAVING, THE CURB OR WALK
ELECTRI -(PUBLIC)' ,���^ �/ -� 11 _ �' 3,i1/ /.. / � r
J A ! 270 \/�/ / /� ��� ,fQq SHALL BE CHISELED AT BOTH ENDS WITH A 2 SIZE LETTER W TO
/¢x ( E ` ` ! �¢!r„ /� 2u 2�i' 2 , y d2' INDICATE WIRE SLEEVE 40 'P' TO INDICATE PIPE
SLEEVE;
yF` m s /� % U2' 4 N 2 T ,2 `' J� (TYPICAL ALL SLEEVE LOCATIONS).
ELECTRICAL TRANSFORMER �Zn 3/4q g/¢a /n/ / /C IA' r , - --. ��,� - /z _Z:.,,ly ,! 2 an
6.ONE EXTRA GREEN AND ONE EXTRA ORANGE WIRE SHALL
N. Q R - r /l(�.I -!iy M 3 y / - , /! / �/Z - - " ,: 0.'C. �Z///Yf • LO( AIA7'16 CO +e 'i7
DE PROVIDED CONTINUOUSLY BACK TO THE CONTROLLER
A 2¢ T9Tfaf EACH VALVES ON MAIN LINE, THE
a• 2 4i- / 2 /' l y --- tl $ /4j/{,UM UMD��"Il°"`-/� 7�L �P� G�M '�� R E SHALL BE LOOPED UP INTO
EACH OF THE VALVE BOXES
3 4 j/ l , • �C/l0/N�r/G ��N7�GY1.F� THEY ARE TO SERVE: THE CONTRACTOR SHALL VARIFY:.THE
: y d,. •✓ 4.. / A :JTf1TfGu✓ CONTININUITY BACK TO THE CONTROLLER AT END OF
_ 2 / d v C� Po.G =/(a� TP tea= 3�
h ` ✓ / _ FLyc INSTALLATION. OF IRRIGATION SYSTEM. THIS REQUIREMENT
• '1/211, \\ 'IIG`1. .-. - ,n -` __ A' ..2/l �2 �� a �' 7/Q! a ' '.B. � lr - / �j'7�{T/C, -E`•�`it�/e .: .ONL
Y APPLYS TO PERMANENT IRRIGATION SYSTEM VALVES.
��/
/ / SEE TABLE, SHIT 69 FOR POC #1
*RECLAIM WATER SIGN/TYP) t1 _ a /i,! �`•i / //�1 %
HERE LEGEND
FLOW METER- I BLACK I i RED N ', LEGEND
IRRIGATION L G
MASTER VALVE- RED SA)V DIEGUITO WATER DISTRICT
2 POTABLE WATER METER POG� I SYMBOL Mr,�-ACrURER rIION MCI NUMBER FULL RUE QTR. PAD. PSI DEr
CONTROL VALVES BLACK
2/B COMMON HIRE WHITE w °
/.. - RAZ[HIf2D ROtCR2 FOP UP SPRII•IRIFSi T-12C-PC-T-22-13,T-22-65 1.30 .70 .21• .45
S.
4 _�� - - ( X14 a /%" EXTRA HIRE ORANGE PRESSURE CALCULATIONS (5 fi RIANBIRD POP UP SPRINKLER
1812-SAM-I2-RCS,11_25 1.30 .65 12' 30 0
_p/
EXTRA WIRE GREEN WATER METER # / SIZE Zo � RAINBIRD FOP UP SPRINKLER SPRINKLER 1812-SAM-t 55sr-PI'S-090 ..69
4'X26' 30 G' �
R.G.L. RAINBIRD FOP UP SPRINKLER 1804-SAM-15SST-PCS-090 .89 9'X26.1 30 P
-L?7�. . X .433 =/,I' S.I V `7 RAINBERD FOP UP SPRTMUER 1812-SAM-22SS-IY�1.25 1.18 .81
17' 30
Alo 253 'L($ �d2 A9 2I f7 Al(o /(o.o ELEVA�.ON aE o
REMOTE CONTROL VALVE # -�/ SIZE /�2'/ w. 7 RAINB RD FOP UP SPRINKLER 1812-SAM-16SSP(5-1.25
1.18 Q
59 16' 30
NOTE: REFER TO SHEET �4 FOR IRRIGATION DETAILS, MAXIMUM DEMAND GPM 1 • RAINBIRD BUBs•R BEAD 1600-PA-PRS-1300-AF
11.00 Y
SHEET '15 FOR PLANTING PLAN AND SHEET ELEVATION 5�j RAIHH F{D' POP UP SPRINKLER 1812-SAM-15 EST-PCS-030 4 'X7
'A
NOTE: INSURE THAT THE SPACING OF SPRIN E DOES NOT EXCEED THE L TH taF
KL RS D E E EED E W D 81 FOR SPECIFICATIONS: PRESSURE RDV
OF THE PLANTING AREA. IF THE WIDTH OF THE PLANTING AREA IN THE RCo.D PSI �,� POF UP' ROTOR HEAD PGf ADJ-ARV # s,2
1 .80 ' 80 25'•t
PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE *LINTER POP UP ROTOR HEAD PGH ADJ-ARV 8. 6 3 " 2.40 1.00 30' M46
MEDIAN_IS 14 , THE SPACING BETWEEN SPRINKLERS MUST NOT EXCEED 14 . ®�3 7
NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED n �qgR POP UP ROTOR READ PGH-ADJ-ARV p 7,4 / 3.00 1 .40
35' aD, T,
ON MAINLINE AT ALL CHANGES IN DIRECTION 2 WATER METER j3 FBI LOSS Q q
. . � STRAINOR PREVENTER .9b „ -0 HUNTER POP UP ROTOR HEAD PGA ADJ-ARV p 8y$ 3.70 1 .80 40.'
+40 1
STRAINER 5.... 3 2 q�'� HUNTER ROTOR SHRUB HEAD PGS ADJ-ARV-4 8,5,2. 3.70 1 .80 .80 zs' 4$0't U-X
-
N:OTE. THE IRRIGATION SYSTEMS ON THESE PLANS ARE SERVED POC # 1:.' SDWD_ POTABLE SHEET 69 - 1, O O l'J -
--
MASTU. VALVE q� ROTOR SHRUB HEAD PGS-ADJ-ARV 8 9,6,3 4.90 2:40 1,00 30". 40 X:
BY TWO SEPARATE WATER PURVEYORS,SAN DIEGUITO POC # 2. OMWD RECLAIMED SHEET 73 / �� ® ® LJ HUNTER - _.
O.
WATER DISTRICT D V NHAIN WATER.DIS DISTRICT - ° MAN LINE - .
E TR (S WDI ANDOLI E T T --r . , in REINTER ROTOR SHRUB HEAD .PGS-ADJ-ARV #1 6,7,4
6.00 3.00 1.40 35' 90 U X '
- IOMWD). SYSTEMS SERVED BY OMWD WILL BE PROVIDED - POC # 3 SWDW POTABLE: SHEET 71 - '- _ MAIN LINE
/ P CONTROL VALVE Ev ROTOR sffizvB _
EE 7 ! Z REMOTE CO I g HUNTER READ PGs ADJ ARV 91 8 5 7 1 e 4 :-U-X
WITH RECLAIMED.WATER.AT A FUTURE DATE. THEREFORE, EXISTING.. OMWD RECLAIMED ME SHEET 2 _ 1. , 8.00
3. 0 .8 . 40 0
NOTE: SEE ENGINITAS RANCH TOWN CENTER ON-SITE PLANS FOR - 2" LATERAL LINE
. ALL MATERIALS FOR ECLAT SYSTEMS ER SHALL M INSTALLED _---_ , -
PLANTING AND IRRIGATION ON THE EAST SIDE OF GARDEN - _mil# LATERAL LINE _ c;P.FroW s> A� »ice ..zr>F
*�T.TNP X16-z-i2 @ 1z"o.c.=1/zc�B Mavrn 6 SriEEr 70
IEW ROAD T- T- AS PER NOTES FOR RECLAIMED WATER SYSTEMS ON .
25 11" LATERAL LINE <
V AD O HE PEDESTRIANTRAIL TO THE SOUTH). SHEET 74. SYSTEMS SERVED BY SDWD-WILL BE SERVED. y-r 1" LATERAL LINE AV • L;EOF7Oh'
AIR VENT AHI) VA4I1[2f REI.IEI' APVBF-1 -
�t
(PRIVATELY BUILT AND PRIVATELY. MAINTAINED): WITH POTABLE WATER AND SHALL BE INSTALLED WITH -. „ �,
---j}', • STANDARD EnUI .ENT. . s/4"LAATERAL LINE' _ CV HITTER 1/2" CBE VALVE HV-HC-50F-50F _
_
'2"LATERAL LINE 1L
C1\. _ .� �-•�" - -1.0 %. FITTING LOSS „ FV-�-+ SAFLO s4LL VAINF/FIRM i[4P-75
- - - '
ELEV. CHANGE M Q GRISkoLU DRIP CONTROL NTRO, VALVE DW-PRV SERIFS (SEE.TRIP VALVE EMIT FTE ASSEMBLY).
II
-- - TOTAL SYSTEM LOSS ES:(02.7 PSI
PRESSURE REQUIRED AT HEAD ,.D _ PSI NELSON QUICK mUPL#R vALVE #7643 . `N
iI 170 TOTAL PRESSURE REQUIRED 70$-7 PSI
�( I STATIC PRESSURE AVAILABLE //9•q PSI RAINBIRD iwtE , VALVE EEacr SEStzi;S
RESIDUAL WATER P,RESSURE _A4_�2_ PSI O FEem BACKFLOW PREVENrER 2'•-825YA srze PER PLAN REDOCED PRESSURE
TYPE F
-170 - 180 -.- GRISWO D MASTER VALVE 82230 -SIZE PER PLAN °L 4r 4r O
ChISENM FLCIP 7EIY2 :F'M-XX-SERIES - = PER PLAN K
HSI]ROSCAPE Ca<TIIXXSFR ASSEMBLY BSI-7MSS-ETI.XX-R/PANP-1[ UIlAN 7UP MXI= Ra"r� 1
- . , • <• - • '' ` In MfIJG 125 IN sTfz IRIC METER PE I. WITH DEDICA'IID CIRCUIT
70 mgt
Q !o : H KBI HAIL VALVE BTOI-sl$2E5 WITH TRUE INICN LII� S7ZE G ,
A-s GARDEN VIEW ROAD 2•a
/fl /3ZO qFV ... � BSS I� Size �Cc VALVE
CV 62CV C '� F M CVES :. CVR E7 ea(;V ® PIItTER METER SIZE PER PfAN, 1O Be PROVIDED BY
DkYFS17Pf32, TURBO TYPE
- --- ------ -------------------- ---_°- _- - -EIR WNLINE/ALERTLINE PVC CLASS 315 PRESSURE MAIN I�IE,FCR PIPE 2" AND
LARGER DEIPM.TO HE 18" .A"$
bq Q... -.�- °-��-�� - • ®�^�-�®-®®®®��-°� .-®®� �--°-�--���.®. A "� ���` ---•BiiAWNLINE/ALERTLINE PVC Sffi.40 PIZfS.A82E
lViIIi LIp7E FLIt PIPE 1 1/2" AND 3dAISFR IIYffi ICT 33E 18n A-B -
2 2 2
--------9R0WNLINE ALERTLIN$PVC (SASS 200 NON PRESSURE LATERAL I gplg TO BE 12" $
'J -
?//�a ?%t I/ze - -1 rnTWsT. ON tRAL,e C
_____ . _ .�- G4 - - G ---------G----- ----- _' -a -�
HRC7<dZGIt� II.Ri PVC SC HAD NON PRESSURE - SPARE @ 6 O.C.
6 d' 6 , // t Z° � ° - -' --- AS AFPIffJJID PVC 908.90 S[FEVE FCI2 PIPE AND FIII2E UDffi2,PAVING -
IEY'lE 10 BE 36"
---11t--- As APPROVED PVC 9 .90 UL APPRCT✓EDETfL1SZiCAL Cor•ID[7IT RRQNIR7ESII2 SFSiViC£ A'
,
. n. ¢... 1A / 4 r // . : i O --. -f° -a/"' _/'_/�' w a{(r'/1Z /r,�.Y�•.gma'y.V. ' /4�
^6 DENOTES VGAALLVLE N SS TAPETR IC IMd ITLBKIM ffi D2 DEMAND L -
__ 11-_ h 2... "VALVE SIZE(NOTE. FOR VALVES MARKED AS 3 4" USE 1"VALVES
-: a I L�la ¢ b _ /� q - z DEru»; I / >
¢5A 9jVlo ! ° -o- N CALSENSE ETGE ET GAGE CONNECT TO CONTROLLER PER MANUFACTURER) I
•RECLAMAED WATER SIGs)(TYP) - / % (CONNECT )
_ - - -�7 q POINT of CONNECTION N1 (SHEET Na.ssl / n P IRRIBOOST BOOSTER PUMP BY BARRET E RED
PUMPS 619 232-7 SHEET 71
�.t�4/ / a
2" POTABLE WATER METER STATION NO.57 + 56 'l O .
a g 4 378
1 _ -4 '.�' �: - //� /r/¢/ : // U _ �d Q STATIC WATER PRESSURE: 119.9 PSI EXISTING MAIN LINE
_ I a � _ � � ---•.--
�
� G. L. MOTSHAGEN ASSOCIATES, 'LTD.
�- -� ❑ AS APPROVED JUNCTION BOX MARKED ELECT I.ttl,n.U.na ",1y.fl.n .....n.nt. • wrt.,.,n.n......t .
,I...I.. . ....6cn
--� A-1. MEDIAN PERMANENT B-1 SLOPE TEMPORARY NOTE:. ALL RAINBIRD 1800 SERIES POP UP T TRANSFORMER PRO
'A-2 MEDIAN PERMANENT B-2 SLOPE TEMPORARY j//2 PROVIDED BY OWNER O
A-3 MEDIAN PERMANENT .B-3 SLOPE' TEMPORARY' HEADS TO HAVE VANDEL PROOF (VPC) IS057URNBERRY
DRIVE
`RECLAMM WATER SIGN SAN IIARCOS,Cf4FORIEA g2DS9 !�
//J A-5 MEDIAN' PERMANENT B-4 SLOPE TEMPORARY /. PURPLE NON POTABLE (NP) COVERS. * -(TYP}.
4 A-5 MEDIAN PERMANENT B-5 SLOPE TEMPORARY Ie191 iaa uaU FAx let9)7ae<:na
"A-5 " n ALL HUNTER ROTOR HEADS TO HAVE _
3Z.9 n�-3 STATION .REQUIRES AN EXTRA A-6 MEDIAN, PERMANENT B-6 SLOPE TEMPORARY
GREEN AND ORANGE WIRE TO BE RAN A-7 SLOPE TEMPORARY 0-7 SLOPE TEMPORARY PURPLE NON POTABLE RECLAIMED
SCR. 40 PVC SLEEVE SIZES USING• //4X y. Y. A-8 SLOPE : TEMPORARY B-8 SLOPE TEMPORARY WATER COVERS. PER THE
RECLAIMED t,y
FROM AUTOMATIC CONTROLLER A A-9 SLOPE TEMPORARY B-9 SLOPE TEMPORARY vDSCAPC
PVC SOLVENT WELD BELL AND WATER NOTES. ` �-P < La;7l(-ZSC(lpe ATCIt2t2CtS
` SCR.4 FITTINGS - A KET FITTINGS SOCKETED PIP AND COILED IN VALVE .'BOX PER NOTE aao SLOPE TEMPORARY B-10 SLOPE TEMPORARY
- `O 9�(�
1/2' # 6. CONTRACTOR TO CONDUCT A A-11 SLOPE TEMPORARY B-11 SLOPE TEMPORARY -,
A. q ti
A•12 SLOPE TEMPORARY B-12 SLOPE TEMPORARY ^,
CONTINUITY TEST IN PRESENSE OF A-13 SLOPE TEMPORARY. B-13 SLOPE TEMPORARY � / \ a a MORGAN,
SUITE 114
, CITY REPRESENTITZVE UPON- CO A-14 SLOPE - TEMPORARY B-14 SLOPE TEMPORARY" W V 1460 y �,
y //�(/7(//�/ //�/1/ /)7(1 /1/�/A///r A.15 SLOPE -TEMPORARY a-15 SLOPE. TEMPORARY l4WlYW Ll t✓ V lY IRVINI'-,.
CALIF 92718
LETION OF IRRIGATION SYTEM IN A-16 ST.TREES 'PERMANENT 0-16 ST.TREES PERMANENT
STALLATION. A-17 MEDIAN PERMANENT 8-17 S'T.TREES PERMANENT sro�mn
A I8 1 a-18 PERMANENT ^1 ( KENNETH A. ANDREW A.S.L.A. (714) 588-3933 vi
A-19 1' . B-19 SLOPE TEMPORARY LANDSCAPE ARCHITECTURE / PLANNING FAX (714) 455-2704 F°
A-20 SLOP TEMPORARY IRRIGATION PLAN GARDEN V I E W R D B-21 SLOPE EMPORARY cote ��P
z:
4
•- - B-22 SLOPE TEMPORARY NOTE. - rT
- `\
823 SLOPE TEMPORARY CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER OF CAI�F� _J
B•24 SLOPE TEMPORARY TO PROMOTE HEALTHY GROWTH bF THE PLANT MATERIAL.AT NO t DESIGNED BY: _W
DATE: MAY 1996
0' 10' ' 40' B-2s SLOPE TEMPORARY TIME WILL THE CONTRACTOR/OPERATOR APPLY VATER AT A RATE V)
DRAWN BY: GLM SCALE: 1" 40 Z OR FREQUENCY WHICH CAUSES RUNOFF OR SO!! SATURATION.
O p
5 20' 80' PROJECT MGR.: KAA JOB NO,; 94-793 U p.
COUNTY' 0 , SAN DIEGO SCALE: i" = 40' 6 0 N S U LTA T S t`
Enuironme tal Health artment
P C A R L T A S DEVELOPMENT 7220 Avenida Encinas Civil Engineering Q I IV _
ZELMAN RETAIL PARTNERS COMPANY Suite 204 Planning LANDSCAPE ARCHITECT of WORK: o
C Cor13tQd, California 92009 Processihy M
PIPE EE
AI'Ipraval ,. SL VING SCi1"''I:EDULE - 1661 HANOVER ROAD, SUITE 221 ,.! 619-931-7700 Surveying
/ CITY OF INDUSTRY, CALIFORNIA 91746 ,- :G - Fox:619-931-8680 4/2 ,`/2/ ' DATEt<'2`j•.- -
;. S 5600 AVENIDA ENCINAS • SUITE 100 CARL.BAD, CALIFORNIA 92008 U.S.A. ° i--.
t
TEL (aie) s1a-oD30 FAx (61e) s,3 a1a9 r KENNnH A. ANDREW RLA. 1460 LA•I
rr
- � (619) 431-5600 � FAX (61:9) 431-9020 .. -� m
I
DESIGNED BY DRA - CH CKED BY
zQ REVI ONS APPROVED DATE REFERENCES D AT E BENCH MARK SCA
E SPECIAL DISTRICT cLa Krw APPROVALS CITY Q = ENC � yI� L .S PUBLIC WORKS DEPARTMENT CRAWING N0.
,�_..
WATER I M
OLIVENHAIN MUNICIPAL t DISTRICT T P N P SUPERVISION R GO M
S S C L A C S .PRE ABED UNDER SUE SION OF E NDED RO E � IMPROVEMENT PLANS FOR, .;
DESCRIPTION. TOP OF �3RA_S DISK la WELL -0
f (( /� . R C �J TM 4 066
POTABLE HATER SYSTEM
APPROVAL '` E I N I T AS . I \ A N is I P a
MONUM NT. _ e, '
7 _ 40 Ar EN er 5/61J6 171 M� `� LJ
HQRIZONTAL ,GATE. BY. �Y.
_ eQYLE EWGWEptiWG trout. � T
A D CTS CWWLTMGr.--
SiA 64+24 EL OAMI 0 R ffR
LOCATION: N F---- . . / UNITS,. •4 :34 ", I � �' °.
GREEN VALLEY- U N I & ITC
}460 _
, . Wiz . _
R: :A. N - -
L 0 r
S.D. CO. VERT. CON .' ` �� �