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WATERPROOF CONNECTION ID TAG WITH 6w VALVE BOX <br /> UOF 2) ZONE NO. FINISH GRADE <br /> APP <br /> BI B� I ED <br /> 3 ' MIN BACKFILL ILL RA/N SENSOR, I'll CLICK ' #502-C1, MOUNTED <br /> BI I II III �— 1 Iii A MINIMUM OF 12' ABOVE SPRAY (ON A <br /> BIEI REMOTE CONTROL VALVE: CONDUIT RISER, PAINTED FLAT BLACK) <br /> _I (SEE LEGEND) HUNTER PRO-C CONTROLLER, DIVIDE <br /> TI <br /> I ' 0 of � °OJ�c� ml MAINLINE TEE AND£FOROSEQUENTIALALANCE OPERATION NG, <br /> PVC LATERAL PIPE PVC MAINLINE MAGNETIC STARTER <br /> PIPE <br /> 3' MINIMUM DEPTH OF <br /> 3'4 ' WASHED GRAVEL ELECTRIC SERVICE/ <br /> PRESSURE RELIEF VALVE DISCONNECT <br /> (DI VOLTAGE CONTROL WIRES(DIRECT BURIAL) BELOW MAINLINE WITH %4 ', PIPE AWAY L� <br /> CONTROL VALVE DETAIL GATE VALVE 0 <br /> NOT TO SCALE 3' 'Y' STRAINER <br /> WITH HOSE BIB <br /> FINISHED ROADWAY PLUG PRESSURE GVAGE <br /> 1 <br /> RNAIBI �� ( HOSE BIB <br /> EXISTING UTILITY SEAL TITS OR FLEX TUBE <br /> 36' MIN. COVER IN CONFLICT 36' MIN. COVER PUMP: 2 HP SELF <br /> ALL VALVE WIRE IN PRIMING STA -RITE <br /> PVC ABOVE GROUND CENTRIFUGAL PUMP, <br /> Q PHASE <br /> THERMO COUPLE AND 240 VOLT <br /> 'HEAT BAND' (HIGH 3'X4'X4' FIBER MESH <br /> TEMP. OVERRIDE) CONCRETE PAD <br /> IRRIGATION PAIN 18' MIN. COVER <br /> OR LATERAL (SEE L - <br /> PLAN FOR SIZE) pp <br /> HALi <br /> NOTE: IRRIGATION MAIN LINES OR LATERAL LINES THAT ARE TO INLINE <br /> SHOWN AS PVC PIPES IN SLEEVES MAY NEED TO BE SUBTITUTED CONTRACTOR WILL ANCHOR PUMP <br /> WITH H.D.P.E. PIPE AND DIRECTIONALLY DRILLED WHERE EXISTING 2' SUCTION LINE MOTOR TO CONCRETE PAD <br /> UTILITIES CAN NOT BE CROSSED WITHOUT EXCESSIVE EXCAVATION. TO WELL <br /> COORDINATE ALL CHANGES WITH ENGINEER <br /> TYPICAL CONFLICT DETAIL PUMP STATION 'A ' AND '8 ' DETAIL <br /> NOT TO SCALE <br /> NOT TO SCALE <br /> RESTORE SURFACE AS APPLICABLE <br /> �I I � 6' TYPICAL FINISH GRAS/TOP OF MULCH <br /> TDP OF PIPE MEDIAN CURB <br /> a POP-UP SPRAY SPRINKLER <br /> IRRIGATION PIPE %z INCH MALE NPT X .490 <br /> MAX/MUN WATER /2' l , SIZE VARIES /NCH BARB ELBOW (OCT 5 �oia <br /> LEVEL DURING POLY P/PE <br /> CONSTRUCTION <br /> PVC SCH. 90 <br /> TEE OR ELL <br /> NOTES: BEDDING FOR TYPICAL IRRIGATION WATER MAIN OR LATERAL 92INCH MALE <br /> INSTALLATION SHALL BE TYPE C. BEDDING SHALL BE COMPACTED NPT X .490 INCH <br /> TO 95Y OF THE MATERIALS MAXIMUM DENSITY AS DETERMINED 1N ' BARB ELBOW <br /> ASTM D-/557 (AASHTO T-1801. TYPE C BEDDING SHALL BE DEFINED <br /> AS: SAND WITH )00 PERCENT PASSING A 9.75 SIEVE, AT LEAST 90 <br /> PERCENT PASSING A NUMBER 4 SIEVE AND A SAND EQUIVALENT PVC LATERAL PIPE <br /> VALUE NOT LESS THAN 30. <br /> TYPICAL TRENCH DETAIL 4 " POP -UP SPRINKLER <br /> NOT TO SCALE NOT TO SCALE <br /> REVISIONS Lard¢ ka6l Of Reurd: RK r1 J. ruxevr, RU+ *cu b7:478 OF I'ZORmA <br /> DATE DESCRIPTION GATE DESCRIPTION Cotleur Hearing DEPARTMENT OIP 7RAN,SPOR7A770N SHEET <br /> RN Cmrmrcw e /mSulde I NO. <br /> .AlialfillW-?V III Mat 59 ROAD NO. C(X/NTY FINANCIAL PROJECT ID IRRIGATION DETAILS <br /> .W-?Vr S6l-)4l-(S7r <br /> Carr. ri' AlNAC. LC-mmzJs 60 1NDIAN R1VER 424638-1-52-01 LD-15 <br /> verHar No. 65-OZILI9H <br /> homer ro/5/AV 2:4.I:J] PM F:wR CTS-FmTW24r_y YW,lynYyr[(lg2.am <br />