|
��Ars r.:
<br />D
<br />T , w
<br />i
<br />Y
<br />k:
<br />t r
<br />i
<br />#.. %',.'. ..1 ,. xJ .,'J{•, .i ; - . �...:, ) �Y :� 5 . ,'{".. eJ i !' w.Y �j. �� •.C'. k...1.�;" ...h.. ",f' ,
<br />{y ♦ f � it r. �. „•.:
<br />4.0
<br />IFf16f/RTI� t'iPl►16fIoMM TIG
<br />'AIN LINK FENtlff e! T 00 FJA In! -fvl� -tJFfo" j414"*Pb'�Iey.E,
<br />NoTL% ►.la +'s TM14 glag�T.
<br />0-EGTFokIEGH/ N IC��
<br />R�Ir1T of evHR �i(" IaFlq•/•Tww MN4 *4104
<br />'ij6 tIFil6p/-riaN 6vNT'o1.I.Ei,
<br />r W
<br />�E NOTE Ne*,G f ITEr �Ury°LY To 11N1�R vflvyrl•Y slarw w
<br />TNI* "1E6T P 11 161/`TbIJ ; :� FUN Irl *,(,N. 4v Fir-
<br />" *R'OPOTY LME & P'WTEM, -&EE 000, l4v-M No 4 TH10 eII�T
<br />ATE Nc s 6' HIGH
<br />T)414 '0013eT STEEL BATE MASONRY WALL
<br />'° �.,,• �/ i
<br />l J
<br />I'/s
<br />N
<br />, _ — —
<br />12"W
<br />;< f 24" S
<br />b ON/T 7h 5PR/NK4ER HEADS,
<br />); NO LONGER REQ'0, DUE TO
<br />x ;F'
<br />24" D 065/6N CHANGES 8Y CL/ENT.
<br />5EE 6AY05CAPE PIAN FOR
<br />'r'"r i`URTlfER NO -1'E5 A -T TNE5e AREA:5.
<br />e1{Mi
<br />i Y
<br />is
<br />�.: M A R 1 P
<br />> - 'fol' ol` fENoG
<br />!A
<br />Wµa, NAIIJ ill�O !'KC�e11R C AMOro&
<br />t 1,� mNr�-, r+ourir �r�Iu�1 aR1�•I�a� wN.v� "
<br />MPLa'• 'Krfe llw
<br />,fi. - qr 4iiil'r4FlsAL
<br />15"j
<br />-�+"�• � ,'I:LE!/(1RI!/•i- f�►"►►J -l�G 6,�'Fi1V•tw :.
<br />4d"Lyt
<br />' AMJV'd IT oyli�t 4* 2 .. MA44 PDA�PTm1C
<br />4'
<br />PRESSURE VACUUM BREAKER 0
<br />BACKFLOW PREVENTER
<br />O h O^I.
<br />IRRIGATION NOT
<br />1. CONTRACTOR TO BE RESPONSIBLE FOR NEAR -TO -HEAD COVERAGE; HARE ADJUSTMENTS AS
<br />NNCRSSART TO COMPENSATE FOR FIELD VARIATIONS.
<br />2. DETERMINE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE TRENCHING.
<br />3. ALL IRRIGATION PIPING TO BE SCH. 40 PVC. SEE DETAILS THIS SHEET POR PIPE
<br />DEPTH BELOW GRADE.
<br />4. ALL RISERS TO SPRINKLER HEAD'S TO BE h" DIA., SCH. 80 PVC.
<br />S. ALL IRRIGATION PIPING IS SNOYN SCHEMATIC FOR EASY CLARIFICATION. ALL
<br />PIPING SHALL BE INSTALLED IN THE SANE TRENCH WHERE POSSIBLE, AND ALL PIPING
<br />RUNNING UNDER ASPHALT PAVEMENT SRALL BE RUN IN SCH. 40 PVC SLEEVE; 12"
<br />NINDRIK BELOW FINISH CRAVE, ADJUST SLEEVE DIAMETER TO OUTSIDE DIAMETEII OF
<br />IRRIGATION LINE WITH 1"" OVERSIZE IlR SLEEVR.
<br />6. OWNER TO SUPPLY Ik" DIA. ELECTRICAL CONDUIT AND 110-V POWER SUPPLT FROM
<br />POWHR SOURCE TO CONTROLLER LOCATION, VERIFY WITH OWNER.
<br />1. ALL CONTROL AHD REMOTE CONTROL VALVE WIRING TO BE RUN PVC OOMUIT AS PER
<br />ELECTEICAL
<br />B. OWNER TO SURLY hk" DIA. NATER SOURCE TO IRRIGATION POIW OP CON OCTION.
<br />WATER SOURCE SHALL BE UPSTRNMI PRAM BUILDING VATER SUPPLY.
<br />:, .. .. ... , ,. Thy--":'�„!tiW�M . "y:.:- f•a. i. ._ •,•m�1� •> � ;.^ ?a, --•''y. ..
<br />1 �
<br />s
<br />C
<br />PARCELS 3
<br />S
<br />F{Nt41•I
<br />1 r�
<br />1/!"4,
<br />R O
<br />I.A - ?
<br />Z
<br />A D
<br />GONG. GLI Rd 0%
<br />KIK
<br />11W-1,110 4mw
<br />Halo
<br />40N ow rvo
<br />111069
<br />400. 40 rW
<br />E.Li (Z?
<br />A100 6L OK
<br />'OP-UP SPRAY HEAD
<br />10 440^ 1. G
<br />NOTE =
<br />CLIENT REVISED PLANTING AREA WIDTH FROM
<br />25'-011 TO 151-0" . THEREFORE THESE PLANS
<br />ARE NOT TO SCALE AND PRO 'ER MODIFICATIONS
<br />ARE INDICATED ON PLANS.
<br />0
<br />9.1
<br />.
<br />S +�
<br />OLEANOERs
<br />I 4
<br />CHAIN LINK FENCE r
<br />SCALE I'm 10'
<br />rROPERTY LINE
<br />44
<br />r
<br />I
<br />V4 "� 'I" W ay
<br />1 10
<br />k14
<br />k:
<br />N"
<br />24" S 4
<br />�iYN1 t�I hGF I P"f ION
<br />t "Pr 1 Dllzo" W PFE5�11aE ��GU11M rF7I�ER ChG1�FLo1I
<br />® "P-�•IN DIF'n" Io0-PE ELEGT�IG F-EMcTG r�1R� �/W�
<br />B Ir ell F,t2" Imo' F1 ELEGTF-IG FW67Te �VNTP'0L \/AL/�
<br />F—m 10o(o wird RSP-11rhPe%YeFpwl�Lt;ir-N/ 166vraFwf'o
<br />MPP' eP7 r1oaZLE jI'�E6T, oo P4I1 67"'TtN
<br />"R"Il MFV" Teo 6fEpe.b rbP-ure" '�MINKL$F 14/ I66%5' of-Flfh
<br />MPiz � Notal ply�J(, ?0 Phl i.lt3 "WO
<br />RN 14 rI Re" 1607 eff-1 Eh 1tP-i1P e,�-f "TI N r L6F_ 0/ I0W QEF Ifh
<br />MPF PL/* TIG OozzLE 1569, 1O Pyl 0,8� �tPM
<br />n "9*40 180 SeA66, Por -UP �F1�Y S IN{�LE� 11/ i0a� Flffi
<br />MPR' PLigrloNozz.LE IqH, 20 P51, I.(vr;' or p"
<br />0) "Iz^W E51pv" IB03 MER -IEC, Pc�-P-61P wRINwLEF lel/ 18W �Fi65
<br />MPF PL�°�TI� Nozit.E IZT, ao Phl/ ae'o 6rPM
<br />Oo "RPi11 �I�D' IA�3 9EF-IE6 R:�'P-t1P hPFs-f -errs JK -GEF 0/ Ie4w -,sl rc-
<br />MPP- PL!"sf 10 �IC712 LE I2 F, �o ISI, 2.A1O orPM
<br />Q °ly.lrl 61pD° FG-k}G ELEoTF'aMF,�I{�N�L /.vI.1-fFOLLEF-
<br />___�_- GiGfa• q -O 1'�/G tiLEE�E, SEE N<'TE r1'^I��HEET
<br />Yta� I'LpNTEP-/ Kohl yfGIP, 5EE VE f-1��
<br />LE BATA I N C.
<br />IRRIGATION PLAN
<br />REV' 8 10 N 8 R. W. S I E G F R I E D &ASSOCIATES SCALE AS SHOWN
<br />E! C R 1► T 1
<br />By DESIGNED BY MEP
<br />CC/EN REI//5/ONS /-6 RY �'� "
<br />CONSULTING CIVIL ENGINEERS DRAWN By
<br />MEP
<br />4045 CORONADO AVE UE, STOCKTON, CALIFORNIA 95204
<br />CHECKED By L. S
<br />2 0 9) 9 3 0 21 F. B. Mo. 434 / 6Q3 ,
<br />jog No. 6742 Supmittgd R.C.E No. 18,225 Exp 6-30-93 � EN ER
<br />RECORD DWG. gV ST
<br />, .. :y.. ... .. .r. 4.. ,,. .• , ,-.•mak' ,_ ..:. .. . 1 63,
<br />Ytl
<br />
|