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DWN BY: <br />ISSUE DATE: <br />PROJECT NO.: <br />\\ <br />u <br />s <br />0 <br />2 <br />4 <br />2 <br />- <br />p <br />p <br />f <br />s <br />s <br />0 <br />1 <br />\ <br />s <br />h <br />a <br />r <br />e <br />d <br />_ <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />1 <br />9 <br />0 <br />3 <br />0 <br />0 <br />2 <br />7 <br />9 <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />a <br />_ <br />C <br />A <br />D <br />\ <br />4 <br />_ <br />P <br />L <br />A <br />N <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />I <br />- <br />1 <br />0 <br />1 <br /> <br />I <br />R <br />R <br />I <br />G <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br /> <br />0 <br />2 <br />7 <br />9 <br />. <br />d <br />w <br />g <br /> 4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> DA <br />U <br />G <br />H <br />E <br />R <br />T <br />Y <br />, <br /> <br />A <br />D <br />A <br />M <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />ISSUE NO.: <br />IS <br />S <br />U <br />E <br /> <br />N <br />O <br />. <br />: <br />SHEET NO.: <br />SHEET TITLE: <br />4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />3 <br />1 <br />: <br />3 <br />4 <br /> <br />P <br />M <br />CLIENT: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />CHK'D BY:APP'D BY: <br />1 CARLSON PKWY N <br />PLYMOUTH, MN 55447 <br />PHONE: 763-479-4200 <br />WWW.STANTEC.COM <br />PR <br />I <br />M <br />R <br />O <br />S <br />E <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br /> <br />- <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />, <br /> <br />W <br />A <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />, <br />MI <br />N <br />N <br />E <br />S <br />O <br />T <br />A <br />04/10/2025 <br />190300279 <br />KRM AWD JRA <br />1 <br />SI <br />T <br />E <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />P <br />L <br />A <br />N <br />S <br />04 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1 <br />I-802 <br />IRRIGATION DETAILS <br />IRRIGATION PIPE <br />(SIZED AS PER PLAN) <br />(SCRAP PVC <br />SLEEVE MARKER <br />PAST <br />CURB <br />LINE <br />(SIZE 2X PIPE DIA) <br />SCH 40 PVC PIPE SLEEVE <br />AND COMPACTED) <br />(BACKFILLED <br />TRENCH <br />VERTICAL SCRAP PVC PAINTED BLUE <br />MARK ALL SLEEVES AT BOTH ENDS WITH <br />NOTE: <br />CAP <br />ENDS <br />(WIRE SLEEVE) <br />BELL END <br />2" SCH 40 PVC <br />PAINTED BLUE) <br />PIPE <br />SIZE <br />2" <br />2.5" <br />3" <br />4" <br />5" <br />8" <br />10" <br />12" <br />4.56 <br />6.65 <br />9.80 <br />16.2 <br />24.7 <br />59.0 <br />91.5 <br />129.0 <br />DEAD END <br />OR TEE <br />90° <br />ELBOW <br />45° <br />ELBOW <br />22.5° <br />ELBOW <br />1.5"2.94 <br />3.5"12.8 <br />6"34.8 <br />6.45 <br />9.40 <br />13.9 <br />23.0 <br />35.0 <br />83.5 <br />130.0 <br />182.0 <br />4.16 <br />18.1 <br />49.2 <br />3.50 <br />5.10 <br />7.51 <br />12.4 <br />18.9 <br />45.2 <br />70.0 <br />98.5 <br />2.25 <br />9.81 <br />26.7 <br />1.78 <br />2.60 <br />3.82 <br />6.31 <br />9.63 <br />23.0 <br />35.8 <br />50.3 <br />1.15 <br />4.99 <br />13.6 <br />BASED ON POUNDS PER PSI WORKING PRESSURE. <br />STEP 1. MULTIPLY THE PRESSURE LEVEL DESIRED <br />FOR TESTING BY THE APPROPRIATE VALUE SHOWN <br />IN THE FOLLOWING TABLE: <br />STEP 2. DETERMINE THE BEARING STRENGTH OF <br />THE SOIL FROM THE TABLE BELOW: <br />BEARING STRENGTH OF SOILS <br />SOILS AND SAFE BEARING LOADS LBS. SQ. FT. <br />SOUND SHALE <br />CEMENTED GRAVEL AND <br /> SAND-DIFFICULT TO PICK <br />COARSE AND FINE <br /> COMPACT SAND <br />MEDIUM CLAY - <br /> CAN BE SPADED <br />SOFT CLAY <br />MUCK <br />10,000 <br />4,000 <br />3,000 <br />2,000 <br />1,000 <br /> 0STEP 3. DIVIDE THE TOTAL THRUST OBTAINED IN <br />STEP 1 BY THE BEARING STRENGTH OF THE SOIL: <br />THIS GIVES THE SQUARE FEET OF AREA NEEDED. <br />THRUST BLOCKING <br />AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS FROM A STRAIGHT LINE. <br />GOOD SOIL, PROPERLY TAMPED, IS SUFFICIENT TO HOLD SIDE THRUST - UNLESS <br />SOIL CONDITIONS ARE UNSTABLE. IN THAT CASE, TO ANCHOR AGAINST THIS SIDE <br />THRUST, THE BLOCKING SHOULD BE PLACED AGAINST THE PIPE ON EACH SIDE OF <br />THE COUPLING. DO NOT THRUST BLOCK THE COUPLING ITSELF. <br />SIDE THRUST ON CURVES <br />PIPE SIZE <br />INCHES <br />2" <br />2.5" <br />3" <br />4" <br />5" <br />8" <br />10" <br />12" <br />SIDE THRUST <br />POUNDS PER DEGREE <br />1.5" <br />3.5" <br />6" <br />7.9 <br />11.6 <br />17.1 <br />28.3 <br />43.1 <br />103.0 <br />160.0 <br />225.0 <br />5.1 <br />22.4 <br />60.8 <br />BASED ON SIDE THRUST PER 100 LBS/SQUARE INCH PRESSURE PER DEGREE OF <br />DEFLECTION <br />NOTE: MULTIPLY SIDE THRUST POUNDS BY DEGREES OF DEFLECTION TIMES <br />POUNDS OF PRESSURE DIVIDED BY 100 TO OBTAIN TOTAL SIDE THRUST IN POUNDS. <br />NOTES: <br />1. ALL MAINLINE AND LATERAL LINE DIRECTION CHANGES THAT ARE TRENCHED <br />OR OPENED ARE TO RECEIVE THRUST BLOCKING AND/OR JOINT RESTRAINTS. - <br />SEE THRUST BLOCKING TABLE FOR BEARING STRENGTH. <br />2. SOILS DEEMED UNSTABLE FOR ADEQUATE THRUST BLOCKING MUST UTILIZE <br />JOINT RESTRAINTS AT NO ADDITIONAL COST TO OWNER. <br />3. CONTRACTOR RESPONSIBILE TO INSTALL THE APPROPRIATE APPLICATION TO <br />ENSURE THAT THE FITTING OR VALVE DOES DEFLECT OUTWARDLY. <br />UNDISTURBED SOIL (TYPICAL) <br />PIPE (TYPICAL) <br />CONCRETE THRUST BLOCK <br />FITTING (TYPICAL) <br />FITTING (TYPICAL) <br />REBAR BENT AROUND <br />(TYPICAL) <br />NOTE: <br />SLEEVE BELOW ALL HARDSCAPE <br />ELEMENTS W/ SCHEDULE 40 PVC <br />2 TIMES THE DIAMETER OF THE <br />PIPE W/IN. <br />LOCKING <br />FINGERS <br />STEP 4 <br />STEP 5 <br />STEP 2 <br />STEP 3 <br />STEP 1 <br />TUBE COVER <br />E PIPE AND WIRE TRENCHING F VALVE BOX LAYOUT G WEATHERPROOF CONNECTOR <br />I THRUST BLOCK <br />H SLEEVING <br />RUN WIRING UNDER <br />MAINLINE, TAPE AND <br />BUNDLE AT 10' O.C. <br />TIE A 24" LOOP IN ALL <br />WIRING AT CHANGES OF <br />DIRECTION OF 30 DEG + <br />UNTIE AFTER ALL <br />CONNECTIONS HAVE BEEN <br />MADE. <br />WIRING <br />IN <br />CONDUIT <br />WIRING <br />IN <br />CONDUIT <br />MAINLINE <br />PIPE <br />MAINLINE, <br />LATERAL, AND <br />WIRING IN THE <br />SAME TRENCH <br />ALL PLASTIC PIPING <br />TO BE SNAKED IN <br />TRENCH AS SHOWN <br />SECTION VIEW <br />PLAN VIEW <br />1.10" DIAMETER CIRCULAR VALVE BOX. <br />2.EDGE OF LAWN, WALK, FENCE, CURB, ETC. <br />3.12" x 18" RECTANGULAR VALVE BOX. <br />4.20" x 30" RECTANGULAR VALVE BOX. <br />NOTES: <br />A.CENTER VALVE BOX OVER VALVE TO <br />FACILITATE SERVICING OF VALVE. <br />B.SET VALVE BOXES 2" MAXIMUM ABOVE <br />GRADE IN MULCH COVER OR <br />GROUNDCOVER/SHRUB AREAS - SET 1" <br />ABOVE FINISH GRADE IN TURF AREAS. <br />C.SET VALVE BOX AND VALVE ASSEMBLY IN <br />GROUNDCOVER/SHRUB AREA WHERE <br />POSSIBLE - INSTALL IN TURF ONLY IF <br />THERE IS NO ADJACENT GROUNDCOVER. <br />D.SET VALVE BOXES PARALLEL TO ONE <br />ANOTHER AND PERPENDICULAR TO EDGE. <br />E.AVOID HEAVY COMPACTION OF SOIL <br />AROUND VALVE BOXES TO PREVENT THEIR <br />DEFORMATION/COLLAPSE. <br />STRIP BOTH WIRES. TWIST STRAND <br />AROUND RIGID STRAND OVER HALF <br />THE LENGTH OF STRIPPED WIRES. <br />FOLD THE OTHER HALF OF THE <br />RIGID STRAND OVER TWISTED <br />STRAND AS SHOWN. <br />INSERT THE TWISTED SPLICE INTO <br />THE "Y" ELECTRICAL SPRING <br />CONNECTION AND TWIST OVER WIRE <br />STRANDS IN A CLOCKWISE <br />DIRECTION. <br />INSERT THE CONNECTOR INTO THE <br />GEL-FILLED DIRECT BURY SPLICE <br />KIT. PUSH PAST THE LOCKING <br />FINGERS TO SECURE CONNECTOR <br />INSIDE TUBE. <br />POSITION ALL THE WIRES THROUGH <br />THE DEDICATED INSULATOR <br />CHANNELS AND SNAP INSULATOR <br />TUBE COVER CLOSED. <br />SECTION <br />PLAN <br />1 <br />2 <br />3 <br />4 <br />5 <br />7 <br />6 <br />8 <br />10 <br />9 <br />24 <br />" <br />1.PLASTIC VALVE BOX (SEE <br />SPECS.) W/ LOCK BOLT & <br />Q.C. HEAT BRANDED ON <br />COVER. <br />2.FINISH GRADE BELOW VALVE <br />BOX LID (1/2" SEED, 11 2" <br />SOD, 2" IN PLANTER BED. <br />3.QUICK COUPLING VALVE AS <br />SPECIFIED. <br />4.PEA GRAVEL: 6" DEEP <br />BELOW QUICK COUPLING <br />VALVE. <br />5.BRICK: 2 PLACES. <br />6.3/4" SCH. 80 PVC NIPPLE. <br />7.3/4" SCH. 80 PVC 6" LONG <br />NIPPLE. <br />8.PVC MAIN LINE. <br />9.3/4" X 3" SCH. 80 NIPPLE. <br />10.3/4" SCH. 80 PVC 90° ELL. <br />11.2"X2"X1/40" ANGLE IRON <br />(36" LONG) W/ STAINLESS <br />STEEL SCREW CLAMPS MIN. <br />(3) PLACES. <br />12.USE TEFLON TAPE ON ALL <br />THREADED CONNECTIONS. <br />3" <br />MA <br />X <br />. <br />8 <br />11 <br />A QUICK COUPLING VALVE <br />NOTES: <br />1- LOCATE VALVE BOXES IN PLANTING AREAS. <br />2- WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE <br />OR ELECTRICAL TAPE. <br />3- ALL THREADED CONNECTION TO BE MADE USING TEFLON TAPE. <br />4- ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH. 40 PVC 45° ELBOWS. <br />6" <br /> <br />m <br />i <br />n <br />12 <br />" <br /> <br />m <br />a <br />x <br />. <br />12" BELOW GRADE <br />1 <br />2 <br />3 <br />4 <br />2" <br />1.FINISH GRADE. <br />2.NOZZLE. <br />3.CURB, WALK, HEADER <br />OR WALL. <br />4.POP-UP SPRAY BODY <br />PER IRRIGATION <br />PLAN. <br />SET HEAD FLUSH <br />WITH FINISH GRADE. <br />5.PVC LATERAL LINE. <br />6.SCH. 40 PVC STREET <br />90° ELL. <br />7.SCH. 40 PVC TEE. <br />8.SCH. 80 PVC NIPPLE <br />(6" LONG). <br />9.MARLEX 90° STREET <br />ELL. <br />10.MARLEX 90° ELL. <br />11.LOCATE HEAD 2" <br />FROM WALKS, CURBS, <br />PAVING, MOWSTRIPS <br />OR HEADER. <br />12.USE TEFLON TAPE ON <br />ALL MALE THREADS <br />(EXCEPT MARLEX <br />FITTINGS). <br />6 <br />5 <br />7 <br />10 <br />8 <br />9 <br />D SPRAY HEADBISOLATION VALVE C REMOTE CONTROL VALVE <br />THREADED BALL VALVE <br />SCH. 80 PVC MALE ADAPTER <br />FINISHED GRADE <br />SCH. 40 PVC 45° ELBOW <br />FOUR (4) 4" X 8" BRICKS <br />RECTANGULAR VALVE BOX WITH <br />LOCKING LID <br />PAVEMENT <br />SCH. 80 PVC UNION SXS. <br />MAINLINE <br />3/8" WELDED WIRE MESH <br />THREE INCH (3") THICK <br />LAYER OF PEA GRAVEL 4" MIN. <br />SET VALVE 2" - 3" <br />BELOW TOP OF BOX. <br />REMOTE CONTROL VALVE, <br />ONE PER BOX. <br />20X14 JUMBO PLASTIC <br />VALVE BOX AND COVER. <br />WATER PROOF WIRE CONNECTORS <br />ON 18" LOOPED WIRES. <br />OUTLET PIPE SAME SIZE AS VALVE, <br />24" MIN. TO FIRST FITTING. <br />MAIN LINE <br />WITH PVC <br />TEE <br />SCHEDULE 40 RISER <br />TXS PVC 90 ELBOW <br />INCREASE <br />LATERAL <br />LINE AS PER <br />PLANS <br />45 DOWN AS REQ. <br />TO LATERAL LINE <br />PIPE DEPTH <br />THREADED TRUE <br />UNION BALL VALVE <br />WITH SCHEDULE 80 <br />NIPPLES <br />SET BOX FLUSH TO <br />GRADE AT TURF <br />SET BOX 2" ABOVE <br />GRADE AT SHRUBS. <br />3/8" WELDED WIRE MESH <br />THREE INCH (3") THICK <br />LAYER OF PEA GRAVEL <br />FOUR (4) 4" X 8" BRICKS <br />JDR MSFMSF