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HomeMy WebLinkAboutSDP-19 - IRRIGATION DETAILS & NOTES - ROOFTOPSITE DEVELOPMENT PLAN - THE NORTHERN - 2025-PROJMSTR-0000XXX - 2025-SDP-0000XXXSITE DEVELOPMENT PLANREMAINDER PORTION LOT 20, LOTS 19-16, & WEST 9' OF LOT 15 OF TRACY'S SECOND ADD.CITY OF BOZEMAN, GALLATIN COUNTY MONTANALOCATED AT 621 W MENDENHALL STTHE NORTHERN13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water ManagementCALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.TYPE "K" RIDGED COPPER - CONNECT TOBUILDING COLD WATER SERVICE LINEDOWNSTREAM OF WATER METER & UPSTREAM OFANY PRESSURE REDUCING VALVES OR OTHERBUILDING SERVICE EQUIPMENTFEBCO 860U REDUCED PRESSURE BACKFLOWPREVENTER WITH INTEGRAL UNIONSCxM ADAPTER - LINE DIA. (FOUR REQ'D.)TYPE K RIGID COPPER TO SOFT AREACxCxF TEE34" I.P. MALE BRASS BOILERDRAIN W/ WHEEL HANDLEFEBCO 601 AIR GAP DRAIN2" TYPE "L" RIGID COPPER TUBINGFASTEN TUBING TO FINISH FLOOR @ 18" O.C.VENT BACKFLOW PREVENTERDRAIN TO FLOOR DRAINSECURE BACKFLOW PREVENTER ASSEMBLY ANDCOPPER TUBING TO WALL VIA UNI-STRUT CHANNELAND COPPER FASTENERS AT 6 FT. O.C.FLOW12" MIN.FINISH FLOORBACKFLOW PREVENTER1INTERIOR LOCATION - TYPICALSDP-20IRRIGATION DETAILS &NOTES - ROOFTOP20 OF 280.5%SLOPEANOTES:·CONTRACTOR TO GROUND AND PROVIDE SURGEPROTECTION FOR CONTROLLER IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS ANDGROUND ROD(S) SHOWN.·CONTROLLER GROUNDING SHALL COMPLY W/MANUFACTURER'S SPECIFICATIONS.·INSTALL A DISCONNECT SWITCH AND 120 VOLT GFICRECEPTACLE WITHIN PEDESTAL.·ALL ELECTRICAL WORK TO CONFORM TO LOCALCODE.6"18"6"6"PLAN VIEW5"1"CLOSESTIRRIGATEDAREA120 VOLT SERVICE GFI & POWER SWITCHCONTROLLERINSTALL 4" HT. SELF ADHESIVE VINYL LETTERINGCORRESPONDING WITH CONTROLLER # ONOUTSIDE SURFACE OF ENCLOSURE DOOR.CONTROL WIRES - NEATLY BUNDLE WIRING& SECURE W/ LOCKING WIRE TIES34" NON-METALLIC LIQUIDTITE CONDUIT W/ MALEADAPTERS (2) AND LOCK RINGS, WASHERSCONCRETE PADFINISH GRADE58"x8' COPPER - CLAD GROUNDINGROD W/ BRONZE CLAMP & 10" ROUNDVALVE BOX (TYPICAL)#6 BARE COPPER GROUNDING WIRE1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRESPROVIDE 48" LENGTH OF ALL SPARE WIRESWITHIN PEDESTAL, NEATLY COILED.34" PVC CONDUIT W/ SWEEP ELL - 120v SERVICEPREFABRICATED ENCLOSUREFRONTVIEWEXTERNALSIDE VIEW2ELECTRIC CONTROLLERPEDESTAL - FRONT OPENING - TYPICALPLANT SIZEEMITTERFLOW RATEEMITTER QTY. AT MULCHEDBED LOCATIONSEMITTER QTY. AT NATIVESEED LOCATIONS1 - 2 GALLON MATERIAL0.5 GPHONE EACHONE EACH5 GALLON MATERIAL0.5 GPHTWO EACHTWO EACH112" CALIPER TREE1.0 GPHTHREE EACHFOUR EACH2" CALIPER TREE1.0 GPHFOUR EACHSIX EACH212" CALIPER TREE1.0 GPHSIX EACHEIGHT EACH3" CALIPER TREE1.0 GPHEIGHT EACHTEN EACH312" CALIPER TREE1.0 GPHNINE EACHELEVEN EACH4" CALIPER TREE1.0 GPHTEN EACHTWELVE EACH6 FT. CONIFEROUS TREE1.0 GPHFOUR EACHSIX EACH8 FT. CONIFEROUS TREE1.0 GPHSIX EACHNINE EACH10 FT. CONIFEROUS TREE1.0 GPHEIGHT EACHTWELVE EACH12 FT. CONIFEROUS TREE1.0 GPHTEN EACHFOURTEEN EACHNOTES:·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERSSHALL BE EQUALLY SPACED AROUND ROOT BALL.·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND AMAXIMUM OF 2".·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TOEMITTER INSTALLATION.·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDEOF ROOT BALL.·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESSNOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANTREQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWNON PLAN.·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVEDTOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTERSCHEDULE AS FOLLOWS:··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALLBE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FORPLANTS WITH NORTH AND EAST EXPOSURES.··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMESAND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.DOWN4:1(+)-SLOPESECTION10" MIN4"-6"PLANTING BACKFILL MATERIALPOLY DRIP TUBINGPLANT ROOTBALLEMITTER - STAKE TO EDGE OFROOTBALLEMITTER MICRO-TUBING - 60"MAXIMUM LENGTHPLANT MATERIALEMITTER - REFER TO SCHEDULE FOREMITTER QUANTITY. REFER TOSPECIFICATIONS FOR MANUFACTURERAND MODEL NUMBER.MULCH LAYEREMITTER MICRO-TUBINGPOLY DRIP TUBING - RE:TECHNICAL SPECIFICATIONS6" 10 GAUGE JUTE STAKE ORAPPROVED EQUALPLAN3DRIP EMITTERBELOW GRADEFINISH GRADEDEFLECT TUBING TO PERMITENTRY THROUGH BOTTOM OFVALVE BOX.12" POP-UP SPRAY HEAD WITHCHECK VALVE, GPH GDFNINDICATOR NOZZLE, & SWING PIPE(ZONE OPERATIONAL INDICATOR)PLANT MATERIAL34" PVC BALL VALVE WITH 34" PVCINSxMIPT ADAPTER AND S.S. CLAMP34" DRIP TUBING - COIL SUFFICIENTLENGTH IN BOX TO EXTEND HOSEADAPTER OUTSIDE OF VALVE BOX.34" WASHED RIVER ROCK SUMP (1CU. FT.)INSERT TEE WITH CLAMPS10" ROUND VALVE BOX WITH COVER- BRAND "DB" INTO VALVE BOX LID.REFER TO TECHNICALSPECIFICATIONS.SECTIONPLANDISTANCES VARY: CONTRACTOR SHALLLOCATE FLUSH VALVE BOX TO BESCREENED BY PLANT MATERIAL ANDACCESSIBLE. OPERATIONAL INDICATORSHALL BE LOCATED FOR EASYVISIBILITY DURING OPERATIONPLANT MATERIALINDICATOR HEADPLANTER BEDWALL OR EDGERFLUSH VALVEPOLY PIPE FROMEXHAUST HEADEROR DRIP LATERALDRIP FLUSH VALVE4WITH OPERATIONAL INDICATOR1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY BACK 40. THE CONTRACTOR IS RESPONSIBLETO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTORFAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, THEY ASSUME ALL COSTS AND LIABILITIESASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACT IRRIGATIONCONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED.2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE PLUMBING ENGINEER THAT DESIGNED THIS SITE AND THEY HAVE BEEN TOLD THAT THESTATIC WATER PRESSURE IN THIS AREA SHOULD BE TO BE DETERMINED PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIORTO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTENDOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILSTO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN THEY ASSUME ALLCONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THISSYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 71 PSI MINIMUM. IF PRESSURE IS NOT AVAILABLE, A BOOSTER PUMP WILL BEREQUIRED. PRESSURE IN EQUAL TO OR EXCEEDING 85 PSI WILL REQUIRE A PRESSURE REDUCING VALVE SET AT 71 PSI.3.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES / DRIP TUBING FLOW AND PLACEMENT.4.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED.5.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BEINSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED,FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. ALLMAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE.SLEEVED PIPE SIZE/WIRE QUANTITYREQUIRED SLEEVE SIZE & (QUANTITY)34" - 114" PIPING2" PVC (1)6.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION,VERIFY PLANS ARE CURRENT. DO NOT CONSTRUCT ANY PORTIONS OF THE IRRIGATION OFF OF PLANS MARKED NOT FOR CONSTRUCTION OR FORREVIEW ONLY. FAILURE TO VERIFY CURRENT PLANS MAY RESULT IN RECONSTRUCTION AT CONTRACTOR'S EXPENSE. WHERE REQUIRED BY CITY,TOWN OR WATER DISTRICT ENTITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF PLANS STAMPED WITH APPROVAL. REVISIONS TO APPROVED ORSTAMPED PLANS SHALL CONFORM TO FIELD CHANGE PROCEDURES AND DOCUMENTATION.7.BACKFLOW DEVICES: ALL CONNECTION COMPONENTS AND BACKFLOW DEVICES SHALL BE LEAD-FREE. CONTRACTOR SHALL CONTACT WATER SERVICEPROVIDER FOR ANY ADDITIONAL REQUIREMENTS REGARDING BACKFLOW TESTING.IRRIGATION CONSTRUCTION NOTES - ROOF TOP19 OF 2719