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119496 - '- - - - <br /> PdI�T of G�r��EGTIoI� R�Jn! i'€�E �1r1pG� �IVEW�{ Inl h�� �a P�/G <br /> LINE <br /> ,k <br /> I/aI/2" ' -I/Z'` i/ail „ �, IJ �1 IS�Io �d�- � het2p`( �['�INIGL�IZ WlT� <br /> i � �� _ —I/a � , � �---- � _--- II��IN�1�P �e 1�2 <br /> --- X n �, --I/2" GE� C� l04- s <br /> x x �, x � x 1 X 1 �---�1 I/2 �k <br /> X+ .-. <br /> PSP- JP sP � SPI i�I.ER- W tri <br /> � 8P•GI�F'-Q1�1 p}2��l�r.lTl� f'��I:MF3L.`� <br /> l <br /> CE-lGT12oM�N�-rIIGpV Gor1TI�oL.UE <br /> I- <br /> x <br /> f2 <br /> I i I ot•.EN�(G Ta II ( rJ o " ❑ W I� P�pEs`rpi� NIv�hJTlrlGr �a -�' <br /> I�i�rE� x <br /> I I ! Ga€J I r I 15'e,u lz G e, Tp F'.O.G. —�CJLI i�G <br /> f CWF Tri f Tc- 615 a(' � �E�r�t FGorrf irlp T�� <br /> I I I I <br /> a! , <br /> ]_ <br /> I <br /> 1 <br /> X I <br /> ' I <br /> I <br /> x <br /> i <br /> ik <br /> GdvER F1N f 5� <br /> I € II <br /> P1�Esau R N taToF� <br /> Gv1JG. G420l � upGUL1�S I��KEl; � -�VALV� <br /> h l n�W�.L,K �8 I€GOe�iTR�{,. I.oefJ —. <br /> i P,LV I I ZEp IRRIGATION NOTES <br /> A q . , _ . = z W1pE �' PRE�ENrER e , � � Maowr6v <br /> f�-I-TT INGlrhs � 1, CONTRACTOR TO, BE RESPONSIBLE FOR HEAD-TO-HEAD COVERAGE; MAKE ADJUSTMENTS AS <br /> rn� NECESSARY TO COMPENSATE FOR FIELD VARIATIONS. <br /> 1'�/K o L� T P. <br /> ® Cr <br /> ISi-� �w-dIV yrgAy ELEGT�IG 5N1arOFF — �W,-, 2. DETERMINE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE TRENCHING, <br /> I �P L�/E 4 z N �,.�.�� — __ <br /> v Gfipp� H�p p �t✓Nlo O GrA G�. ,,a u,] ' I I N� FI►J ISH 3. ALL IRRIGATION PIPING TO BE SCH, 40 PVC. SEE DETAILS THIS SHEET FOR PIPE <br /> GoN r�oL VA W1✓ GfPI✓v. NI P�I.E I I I <br /> -1- U N I Ott N �" t7e DEPTH BELOW GRADE. <br /> 7 <br /> 4. ALL RISERS TO SPRINKLER HLXDS TO BE ' " DIA. , SCH. 80 PVC. <br /> _ - wG -PmE+QAL- -- - Nr/ 121hE1? FI �ISa REM E <br /> T TES ��'`pE U € I GON rzc7L- � Ci' Ic� L-. 5. ALL IRRIGATION PIPING IS SHOWN SCHEMATIC FOR EASY CLARIFICATION. ALL <br /> � T <br /> _ PIPING SHALL BE INSTALLED IN THE SAME TRENCH WHERE POSSIBLE, AND ALL PIPING <br /> hU Pr'1-Y <br /> �G�, 4p WG MIAIt� L1N� NICE 1u W I RI N C� I r� ��p� I RUNNING UNDER ASPHALT PAVEMENT SHALL BE RUN IN 5CH. 40 PVC SLEEVES 12" <br /> EL'o (Z� `<_ L, L4NC�l,� 1� r MINIMUM BELOW FINISH GRADE, ADJUST SLEEVE DIAMETER TO OUTSIDE DIAMETER OF <br /> IRRIGATION LINE WITH 1" OVERSIZE IN SLEEVE. <br /> am Tc;;, Vp.LV b. OWNER TO SUPPLY VC DIA, ELECTRICAL CONDUIT AND 110-V POWER SUPPLY FROM <br /> TEE oR POWER SOURCE TO CONTROLLER LOCATION, VERIFY WITH OWNER. <br /> I hh r �. <br /> '10 EL ALL CONTROL AND REMOTE CONTROL VALVE WIRING TO BE RUN PVC CONDUIT AS PER <br /> ELECTRICAL CODE. <br /> 8. OWNER TO SUPPLY 1" DIA. WATER SOURCE TO IRRIGATION POINT OF CONNECTION. <br /> PRESSURE VA C U���1 M BREAKER & WATER SOURCE SHALL BE UPSTREAM FROM BUILDING WATER SUPPLY. <br /> POP- UP SPRAY HEAD REMOTE CONTROL VALVE - <br /> BACKFLOW PREVENTER PEDESTAL MOUNTED CONTROL <br /> '� <br /> - ND hriAL� V <br /> laOpLI✓ <br /> 0 SG� L � <br /> € <br /> } <br /> E <br /> ' 1 <br /> 1 <br /> i <br /> f <br /> R E V I S I O N S JOB NO (0 1;i,q I SHEET <br /> R . W. �� E <br /> . NO. � � SG � € p � ION DATE BY G F� RI E D & A S S 0 C I AT E S �- � o � <br /> DATE �liT- I`j S`# � ® I <br /> CONSULTING CIVIL ENGINEERS F.B. NO. I <br /> 4045 CORONADO AVENUE, STOCKTON , CALIFORNIA 95204imp <br /> DRAWN M1:P <br /> 12lzfi`- Io� �L� OF <br /> DESIGN MEQ' I <br /> R.C.E. NO EXP CHECKED FILE NO. <br /> WMI� <br />