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Home My WebLink About4252-5BOX TO BE PLACED AT RIGHT ANGLE TO NARDSCAPE EDGE w/ VALVE / ETCHED N LID 12"Xie• PLASTIC BOX IMO COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24 WATERPROOF WIRE CONNECTION CHRISTYS ID TAG (STANDARD) SECURE TO SOLENOID PIGTAIL FINLSN WAor\ 3/4' 12"MAX. TOP OF VAL 18" MIN PVC LME PIPE PVC PVC ELBOW (TYF PVC LINE PIPE COMMON VA PVC SUPPLY LRE FlTTINGS(SXSXS) CONTROL WIRE 12'OR AS NOTED 9-TfG �;3 PVC LINE PIPE BUNION CONNECTION LINE PEA GRAVEL ft�L(YIN.3 CU. FT.) SCK 40 MALE ADAPTOR 2 PLACES) "07m- 1. VALVES ARE TO K INSTALLED N SWUB AREAS UNLESS OTWRVASE NOTED 2. WIlEN MORE THAN ONE VALVE IS LOCATED IN THE SAYE AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED fITINGS. 4. ONE VALVE PER VALVE BOX VALVE DETAIL GATE VALVE VALVE BOX WAOCK -- FINISH GRADE 1 CU. FT. PEA GRAVEL TOLL FREE o1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 6" MIN. BUILDING EDGE SHRUB SPRAY HEAD SCH 80 PVC NIPPLE THREADED BOTH ENDS FINISH GRADE PVC STREET ELL MARLEX STREET ELL PVC LAT. LINE NOTE: FIXED RAISERS ALLOWED ONLY AGAINST BUILDINGS WALLS, FENCES, ETC. FIXED RISER POP SHRUB HEAD POP—UP SHRUB HEAD WALK OR CURB 1 1/2 - FINISH /2'FINISH GRADE —, All �j r ,';moi ■ ■ SCH 80 PVC NIPPLE - THREADED BOTH ENDS STREET ELLS NOTE: O INSTALL 12" SHRUB POP-UP HEAD 1 1/2" ABOVE F.G. O F.G. - 1 1/2" BELOW WALK OR CURB O CHECK VALVE FOR LOW HEAD DRAINAGE PERMANENT BASIN 1 1/2"X MIN. ROOTBALL DEPTH - 2X THE WIDTH OF ROOTBALL = PUDDLE AND SETTLE BACKFIL - PRIOR TO PLACEMENT OF SHRUB 3" BERM TO FORM WATER BASIN - ----:I ' BACKFILL MIX. SHRUB PLANTING SLEEVING DETAIL BACK FILL SATURATE AND COMPACT TO 90% -.,—HARDSCAPING IM—NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE (SAND BACK FILL NOTES: • INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE REV. PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 0 FINISHED GRADE 6"MIN 6' MIN FROM HARDSCAPES JON PRESSURE LATERAL LINE LATERAL LINE PRESSURE SUPPLY UNE CONTROLL WIRES _EAN BACKFILL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. PRESSURE MAIN LARGE THAN 2" SHALL BE P.V.C. CLASS 315 SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. TRENCH DETAIL TREE 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. FINISH GRADE 6" MIN PEA GRAVEL — BRASS STREET ELL TYP STAKING SHINGLE NAIL LODGE POLE TREE TRUNK NCH TIE (DO NOT TWIST) PREVAILING WAND DIRECTION N, -2" DIA LODGEPOLE PINE TREE STAKE COPPER NAPTHENATE TREATED AND DRIVEN IN GROUND TO 2FT. MIN. DEPTH. 2 REO'D =CINCH TIE' (4) REWD -ARBOR GUARD IN TURF AREAS -PREPARED BACKFILL MIX, SEE SPECIFICATIONS •3" HIGH WATER BASIN, AT TIME OF PLANTING fINISH GRADE •AGRIFORM TABLETS TO BE ADDED PER MFG. RECOM DS. QUICK COUPLER VALVE 1—.11,24" MIN. FROM HARDSCAPE MATERIALS x 4 RWD OR BRICK SS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL TERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS QUICK COUPLER CITY OF FO NTANA, CALIFORNIA LANDSCAPE IMPROVEMENTS DRAWN TTR MILLER AVENUE/SULTANA AVENUE SCALE:1 "-30' DINED BY- DETENTIO BASIN DATE: TTR�7 04/09/2008 r ED BY: PPRO D Y (� DRAWING NO.:16 DATE: CITY ENGINEEIT H.G.L. 51152 4252 IV141.