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Home My WebLink About22 L541 IRRIGATION DETAILSWATER METERCURB VALVE IN CAST IRON BOXREDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLYWATER SERVICE MAINLINESCH 80 PVC PIPE FROM FLOW SENSOR TO FIRST FITTINGFLOW SENSORFSWMCVPRESSURE REDUCING VALVE CONCRETE VAULTBRASS PIPE FROM CURB VALVE TO DCVABRASS PIPE FROM METER TO CURB VALVEQUICK COUPLING VALVEPRVRPZQCBRASS PIPE FROM DCVA TO FIRST FITTINGSCH 80 PVC PIPE FROM FIRST FITTING TO FLOW SENSOR SCH 40 PVC PIPE FROM FIRST FITTING TO CONTROL VALVESMVMASTER VALVE5X PIPE I.D. CLEARANCE FROMFLOW SENSOR TO FIRST FITTING10 X PIPE I.D. CLEARANCE FROMMASTER VALVE TO FLOW SENSORFINISH GRADECLEAN, COMPACTED SUITABLE NATIVE BACKFILLTRACKING TAPE 6" BELOW GRADE3" MIN. SEPARATION BETWEEN PIPE SHARING COMMON TRENCHES, ORIENTED SIDED BY SIDE (NO STACKING)MAINLINE PIPEBUNDLE CONTROL WIRES BELOW MAINLINE IN SNAKE LIKE FASHION TO PROVIDE SLACK COVER WITH 2" OF CLEAN SUITABLE BACKFILL PRIOR TO PLACING MAINLINE TAPE WIRES TOGETHER, BUT DO NOT TAPE BUNDLED WIRES TO MAINLINE LEAD=BLACK, COMMON=WHITE, SPARE=ORANGESAND OR APPROVED BEDDING MATERIALLATERALMAINLINE4"2'-0"1'-6"3" MIN.LATERAL LINESCH. 40 TEEPOLY SWING PIPE, MAX 18" LENGTHPOP-UP SPRINKLERTOP OF SPRINKLER FLUSH WITH FINISH GRADEPAVEMENT OR CURBBARBED MARLEX INSERT ELL & STREET ELLBARBED MARLEX INSERT ELL & STREET ELL6" MAX3" MINQUICK COUPLING VALVE CENTERED WITHIN BOX AND PLUMBED VERTICALLYFINISH GRADE TO BE 1", OR SPECIFIED DEPTH OF MULCH PLUS 1", BELOW TOP OF VALVE BOX1" BRASS NIPPLE, LENGTH AS REQUIRED1" BRASS TxT 901"x3" BRASS NIPPLE1"x12" BRASS NIPPLE AT 45° ANGLE IN RELATION TO QUICK COUPLER LINE1" BRASS TxT 903' STEEL FARM FENCE POST WITH 3 EA SS CLAMPS, PLUMBED VERTICALLYSCH 40 PVC QUICK COUPLER LINE OR MAINLINE WITH SxS 90 OR SxSxS TEECOMPACT NATIVE SOIL14 GA. INSULATED LOCATOR WIRE (BLUE) FROM QUICK COUPLER LINE OR MAINLINE WITH TERMINAL END IN DBY4"-6" DEPTH DEPTH 3/8" GRAVEL BACKFILL OVER GEOTEXTILE FABRIC FOR DRAINS10" VALVE BOX WITH LOCKING LID(2) PAVING BRICKS1"x3" BRASS NIPPLESCH 80 PVC SxT BUSHING1" MAXSCH. 40 MAINLINESCH. 40 TEE OR ELL., TYP.BRICK OR CONC. BLOCKSCH. 40 ELL.SCH. 80 NIPPLEDRAIN ROCK MIN. 3" DEEP OVER GEOTEXTILE FABRICSCH. 80 NIPPLESCH. 80 PVCFINISH GRADEFLUSH WITH FINISH GRADECOMPRESSION FITTINGNOTES:1. ASSEMBLY SIZE DETERMINED BY VALVE INLET SIZE.2. ALL THREADED FITTINGS TO RECEIVE TEFLON TAPE (3 WRAPS MIN.).3. ALL VALVES TO RECEIVE CHRISTY'S 2 1/4" X 2 3/4" YELLOW I.D. TAGS WITH BLACK LETTERS (BOTH SIDES) WITH CONTROLLER STATION NUMBER, OR APPROVED EQUAL.REMOTE CONTROL VALVEWITH 18" COIL OF WIRE ANDMALE REDUCERISOLATION VALVE WITH MALE REDUCERVALVE BOX WITH LOCKABLE LIDLOOPED AND ZIP TIED 14 GA. COMMON (WHITE), LEAD (BLACK) AND SPARE WIRES (ORANGE) PLACE ALL SPLICES IN DBY SPLICE KIT -PROVIDE A MIN. 48" OF SLACK COILED WITHIN BOXLATERALMAINLINEEXISTING OR NEW PAVEMENTCLEAN, COMPACTED SUITABLENATIVE BACKFILLTRACKING TAPE 6" BELOWPAVEMENTSCH 40 SLEEVESAND OR APPROVED BEDDINGMATERIALROOFING NAIL TO MARK SLEEVE4" TYP18" TYP24" TYP1. ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN-GROUND AUTOMATIC IRRIGATION SYSTEM AS SHOWN.2. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT INSUFFICIENT MEASURED WATER PRESSURE TO THE ARCHITECT. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS, IRRIGATION SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR MANUFACTURER'S SPECIFICATIONS. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY, AND WATER VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND. 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL LINES FOR OPTIMUM PERFORMANCE. 6. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES, CHASES AND PENETRATIONS UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED PRIOR TO PAVING AND FORMING. 8. THE IRRIGATION SYSTEM IS DESIGNED TO BE WINTERIZED THROUGH THE DRAIN VALVE AT THE POINT OF CONNECTION. COMPRESSED AIR CAN ALSO BE USED THROUGH THE QUICK COUPLER VALVE AT THE POINT OF CONNECTION TO BLOW-OUT THE SPRINKLER ZONE.9. FOR DRIPLINE ZONES, USE 3/4-INCH PVC PIPE IN SLEEVES TO CONNECT PLANTING AREAS.10. COORDINATE ALL BUILDING PENETRATIONS WITH ARCHITECTURAL PLANS AND WATERPROOFING REQUIREMENTS.IRRIGATION NOTES:STAARC-LAR-LIC-8876EOFTOMNNAT A MARKSINDELLNo.LANDSCAPEARCHITECTABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONREVISIONSPROJECT:OWNER:PROJECT ADDRESS:PLOT DATE/TIME:A10.18.2024FORMAL SITE DEVELOPMENT REVIEWAPPROVAL STAMPSB12.18.2024SPR REVISION 112/19/2024 12:23:17 PMBurton YuenMark Sindell2023075OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718L-541IRRIGATION DETAILSOXBOW APARTMENTSPHASE IISPR REVISION 1OXBOW LAND HOLDINGS LLC3112 LOS FELIZ BOULEVARDBOISE, ID 837021/8" = 1'-0"B5IRRIGATION P.O.C. W/ MASTERVALVE IN VAULT DIAGRAM1" = 1'-0"A1IRRIGATION TRENCH1" = 1'-0"A2POP-UP SPRINKLER1 1/2" = 1'-0"A3QUICK COUPLER1" = 1'-0"A4CONTROL VALVE1" = 1'-0"A5IRRIGATION SLEEVEMARKDATEDESCRIPTIONB12.18.24SPR Revision 1SPR Revision 1B