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TYPE E CURB <br />OR SIDEWALK <br />6" TYPICAL <br />FINISH GRADE/TOP OF MULCH <br />POP-UP SPRAY SPRINKLER <br />%2/NCH MALE NPT X 490 <br />INCH BARB ELBOW <br />POLY PIPE <br />PVC SCH. 40 <br />TEE OR ELL <br />%2/NCH MALE <br />NPT X 490 INCH <br />BARB ELBOW <br />PVC LATERAL PIPE <br />6" OR 12" POP-UP SPRINKLER DETAIL <br />NOT TO SCALE <br />FINISH GRADE/TOP OF MULCH <br />�iil 0,0 M�, i1,4 1ii1rl�,ff4�i�:1l/ <br />v��1 " \ <br />ROTOR POP-UP SPRINKLER: <br />SEE LEGEND <br />POLY ELL <br />POLY PIPE <br />POLY ELL <br />PVC SCH. 40 <br />TEE OR ELL <br />PVC LATERAL P/PE <br />NOTE. <br />I. A SW/NG PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. <br />ROTOR DETAIL <br />RESTORE <br />SURFACE <br />AS <br />APPLICABLE <br />MAX/MUM WATER <br />LEVEL DURING <br />CONSTRUCTION <br />NOT TO SCALE <br />TOP OF PIPE <br />IRRIGATION P/PE <br />SIZE VARIES <br />NOTES. BEDDING FOR TYPICAL IRRIGATION WATER MAIN OR LATERAL INSTALLATION <br />WILL BE TYPE C. BEDDING MUST BE COMPACTED TO 95X OF THE MATERIALS <br />MAXIMUM DENSITY AS DETERMINED /N ASTM 0-1557 (AASHTO T-(80). TYPE C <br />BEDDING WILL BE DEFINED A5. SAND WITH /00 PERCENT PASS/NG A 9.75 SIEVE, <br />AT LEAST 90 PERCENT PASS/NG A NUMBER 4 SIEVE AND A SAND EQUIVALENT <br />VALUE NOT LESS THAN 30. <br />*TYPICAL TRENCH DETA/L <br />FOR LOCATIONS WITHIN 3' OF CURB OR ROAOWAY <br />PAVEMENT AND OVER 18" DEEP FOR ALL LOCATIONS <br />OUTSIDE OF 3' FROM THE CURB OR LESS THAN /8" <br />DEEP, THE BACKFILL CAN BE EXISTING CLEAN SOIL <br />AND IT DOES NOT NEED TO BE COMPACTED. <br />NOT TO SCALE <br />TYPE E CURB <br />OR SIDEWALK <br />WATERPROOF CONNECTION <br />(106 2) <br />ID TAG WITH 12"x /8' PLASTIC VALVE BOX <br />ZONE N0. FINISH GRADE <br />CONTROL VALVE DETAIL <br />APPROVED <br />BACKFILL <br />REMOTE CONTROL VALVE. <br />(SEE LEGEND) <br />MAINLINE TEE <br />PVC MAINLINE <br />PIPE <br />3'MINIMUM DEPTH OF <br />31," WASHED GRAVEL <br />LOW VOLTAGE CONTROL WIRES <br />(DIRECT BURIAL)BELOW MAINLINE <br />24' MINIMUM CLEAR ZONE <br />TYPE E CURB <br />EDGE OF TRAVEL LANE <br />PUMP STATION 'A' DETAIL <br />NOT TO SCALE <br />PRESSURE RELIEF VALVE <br />WITH 1/2" PIPE AWAY <br />36' MIN COVER <br />7— FINISHED ROADWAY <br />1N CONFLICT 36" MIN. COVER <br />EXISTING UTILITY <br />IRRIGATION MAIN <br />OR LATERAL (SEE <br />PLAN FOR SIZE) <br />NOTE. IRRIGATION MAIN LINES OR LATERAL LINES THAT ARE SHOWN AS PVC <br />P/PES IN SLEEVES MAY NEED TO BE SUBTITUTED WITH H.D.P.E. PIPE AND <br />DIRECTIONALLY DRILLED WHERE EXISTING UTILITIES CAN NOT BE CROSSED <br />WITHOUT EXCESSIVE EXCAVATION. COORDINATE ALL CHANGES WITH ENGINEER <br />TYP/CAL CONFLICT DETAIL <br />RAIN SENSOR, ('M/N/ CLICK' #502-C), MOUNTED A <br />�MINIMUM OF /2" ABOVE IRRIGATION SPRAY (ON A <br />///111 GALVAN/ZED UN/STRUT STAKE WITH MIN/MUM (21 <br />STAINLESS STEEL CLAMPS, PAINTED FLAT BLACK) <br />HUNTER l -CORE MODULAR CONTROLLER, <br />DIVIDE ZONES EQUALLY TO BALANCE T/M/NG, <br />AND FOR SEQUENTIAL OPERATION <br />GATE VALVE <br />3" Y" STRAINER <br />WITH HOSE BIB <br />PLUG <br />ALL VALVE W/RE IN <br />PVC ABOVE GROUND <br />THERMO COUPLE <br />"HEAT BAND" (HIGH <br />TEMP OVERRIDE) <br />AGNETIC STARTER <br />NOT TO SCALE , <br />FIBERGLASS LOCKABLE <br />ENCLOSURE <br />ELECTRIC SERVICE% <br />DISCONNECT 1 <br />PRESSURE GUAGE \ <br />HOSE BIB <br />SEAL TITE OR FLEX TUBE <br />PUMP: 3 HP SELF <br />PRIMING STA -RITE <br />cf,.NTRIFUGAL PUMP, <br />LL$PHASE AND 240 VOLT <br />4'54'X4' FIBER MESH <br />CONCRETE PAD - <br />COMMERCIAL GRADE FIBER <br />MIN. (.5 LB5/CY <br />(2500 PSI CONCRETE) <br />TO MANN LINE <br />3" SUCTION LINE <br />FROM WELL <br />ANCHOR PUMP MOTOR TO CONCRETE' PAO AS <br />PER MANUFACTURER'S RECOMMENDATIONS. <br />:JU /,72014 <br />NOT Tr. ALE <br />REVISIONS <br />DATE <br />DESCRIPTION <br />DATE <br />DESCRIPTION <br />Landscape Architect 0I Record. Robert J Cotten, RSA 0/067 <br />Cotleur & Hearing, Inc. <br />1934 Commerce Lane Sage I <br />Jupiter, Florida 33458 <br />561-747-6336 Fax 561-747-1377 <br />Cert. o/ Auth. LC -C000239 <br />STATE OF FLORIDA <br />DEPARTMENT OF TRANSPORTATION <br />ROAD NO. <br />COUNTY <br />FINANCIAL PROJECT ID <br />INDIAN RIVER <br />228583-2-52-01 <br />IRRIGATION DETAILS <br />SHEET <br />NO. <br />LD -15 <br />h4mxead <br />7/11/2014 045'29 PR F \PROJECTS -F00,228583-3 (151 OS IRC\)05,1505,0ETL(.002 d9n <br />