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O SHRUB PER PLAN — CENTER IN PIT, SET LEVEL TYF <br />O2 ROOTBALL — SET 2" ABOVE FINISH GRADE <br />O AMENDED BACKFILL PER SPECIFICATIONS <br />O SCARIFY BOTTOM AND SIDES OF <br />PLANTING PIT. TYPICAL. <br />OFINISH GRADE <br />O MULCH <br />O NATIVE UNDISTURBED SOIL <br />OWATERING BASIN <br />OPLANT TABLETS — QUANTITY AND <br />PLACEMENT PER SPECIFICATIONS. <br />SHRUB PLANTING <br />N.T.S. <br />Q IRRIGATION MAINLINE INSTALLED 12" OFF <br />HARDSCAPE EDGE <br />Q HARDSCAPE EDGE <br />O3 QUICK COUPLER VALVE ON SWING JOINT IN <br />ROUND VALVE BOX <br />® SCH. 80 PVC TEE, SxSxS — LENGTH VARIES <br />MAINLINE X MANIFOLD SIZE <br />OS SCH 80 PVC UNION <br />© BALL TYPE ISOLATION VALVE <br />Q SCH. 80 PVC ELL, SxSxS <br />QB LATERAL LINE TO SPRINKLERS <br />Q REMOTE CONTROL VALVE <br />10 IRRIGATION SUB —MAINLINE, SIZE PER LARGEST <br />VALVE <br />11 MINIMUM 12" SEPARATION BETWEEN ALL VALVE <br />BOXES <br />NOTES: <br />ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PAST[ <br />b. *** — VARIABLE DISTANCE TO MANIFOLD. FINAL LOCATION <br />OF EACH MANIFOLD TO BE DETERMINED IN THE FIELD AND <br />COORDINATED WITH EXISTING / PROPOSED LANDSCAPE. <br />MANIFOLD SHALL BE SET BACK FROM THE EDGE OF PAVING <br />AND PLACED IN PLANTING AT LEAST 24" HIGH, DISCREET AND <br />OUT OF SIGHT. <br />c. STAKE MANIFOLD LOCATIONS IN THE FIELD FOR REVIEW AND <br />APPROVAL BY PARK DEPARTMENT PRIOR TO INSTALLATION. <br />JVALVE MANIFOLD <br />N.T.S. <br />OVERALL PAD SIZE AND ENCLOSURE DIMENSION <br />TO BE DETERMINED BY INSTALLING CONTRACTOR. <br />SUBMIT SHOP DRAWING OF NEW P.O.C. AND BACKFLOW <br />FOR REVIEW AND APPROVAL <br />17�BACKFLOW ASSEMBLY <br />OCR <br />/ <br />REVISIONS <br />REFERENCES <br />PHOSCAP <br />r q9 <br />2 Ncs <br />— a <br />U <br />* <br />OF CA, <br />O RVISION E SUPE <br />NICHAEL LEDBETTER <br />NUMBER <br />DATE <br />INITIALS <br />DESCRIPTION <br />APPROVED <br />INSTALLED <br />BENCHMARK NO.: XX—XXNN X—XX ELEV.: N.NN NAVDW <br />SENIOR LANDSCAPE ARCHITECT <br />DESIGNED: NL DRAWN: AT CHECKED: Y <br />CO <br />REVIEWS TRU <br />AND <br />FOR CONSTRUCTION: <br />JASON GABRIEL <br />CONSTRUCTION COMPLETED: <br />PRINCIPAL CIVIL ENGINEER RCE NO.: 62961 <br />Q INSTALL SPRINKLER HEAD FLUSH <br />WITH FINISH GRADE IN TURF <br />AREAS <br />20 POP—UP SPRINKLER HEAD, SPRAY OR <br />ROTOR SEE LEGEND FOR <br />SPECIFICATION <br />Q INSTALL SPRINKLER HEAD 1/2" ABOVE <br />FINISH GRADE IN SHRUB AND GROUND <br />COVERS AREAS <br />40 UNDISTURBED SOIL <br />Q5 TRIPLE SWING JOINT ASSEMBLY <br />© SCH 80 PVC SxSxT TEE FITTING <br />LATERAL x SPRINKLER INLET SIZE <br />Q7 LATERAL LINE, SEE LEGEND AND <br />DETAILS FOR TYPE AND DEPTH <br />REQUIRED <br />NOTES: <br />1. INSTALL SPRINKLER HEADS 8" FROM PAVING EDGE IN SHRUB AND GROUND COVER <br />AREAS. <br />2. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. <br />3. ADJUST SPRAYS OR NOZZLE STREAM SO THERE IS NO OVERSPRAY ONTO ADJACENT <br />HARDSCAPE AND/OR BUILDINGS. <br />4. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. <br />POP—UP ROTOR <br />N.T.S. <br />1O FINISH GRADE PER PLANS NOTES: <br />a. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR <br />O2 BACKFLOW PER LEGEND PASTE. <br />POWDERCOAT GREEN, TYP. b. CONTRACTOR SHALL PROVIDE BACKFLOW CERTIFICATION. <br />c. INSTALLATION SHALL CONFORM TO LOCAL CODES. <br />Q 4" SUPPORTS, TYPICAL <br />® BRASS TXT ELL, LINE SIZE <br />O5 PVC PRESSURE SUPPLY LINE, SEE <br />SPECIFICATIONS <br />© FEMALE ADAPTER <br />O 18"X18"X MONOLITHIC <br />CONCRETE THRUST BLOCK, <br />TYP. <br />® COPPER SXT ELL, LINE SIZE <br />O TYPE 'K' COPPER PIPE FROM <br />WATER METER, LENGTH PER <br />PLAN <br />10 6" THICK CONCRETE W/ #4 <br />12"O.C. EA. WAY SET 2" ABOVE <br />GENNRALLDpIPPLEYEE. tt�1RREEEX"�TEETND 4" BEYOND <br />11 WSSSNLENGTH AS REQ'D. <br />Q SENTRY HIGH SECURTY CAGE PER CONTRACTOR. <br />SIZE AS REQ'D. SUBMIT CUT SHEET FOR REVIEW <br />AND APPROVAL PRIOR TO PURCHASE OF ANY <br />EQUIPMENT. POWDERCOAT GREEN, TYPICAL. <br />REFER TO CITY STANDARD FOR ADDITIONAL INFO. <br />1© COMPACT SUBGRADE 95% <br />LITTLE <br />RSIIED tTAL II <br />(4) 3/8" DIA. KB—TZ SS 304, Underground Service Alert <br />2L EMBEDMENT. of Southern California ou <br />INSTALSTALL PER ICC—ESR 1917 TWO WORKING DAYS <br />QA TYP. EA. CORNER BEFORE YOU DIG <br />Knowwhafs below. <br />Call heforeyou dig. www,DlgMertorg <br />NOTICE TO CONTRACTOR <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVAT7ON. <br />IRRIGATION AND PLANTING DETAILS LLE <br />CABRILLO PARK IRRIGATION RENOVATION <br />CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. <br />CITY OF SANTA ANA <br />