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Home My WebLink AboutFile Documents.401 Castle Creek Rd.0071.2018 (40).ACBKSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:L 0.01NOTESBP REV 0108/31/20181 ENTRY COURTBAY ACCESS DRIVEENTRY WALL (SEAT AND IDENTIFICATION)DETECTABLE WARNING PLATE; RE CIVILNORDIC TRAIL EASEMENT ACCESS(STEEL GRATE STEPS WITH DECORATIVE STONEBELOW)EVERGREEN SCREENINGARCH OVERHANG(S)EX BOULDER GENERATORCONC CURB; RE CIVILL 1.00LANDSCAPEDEVELOPMENTPLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK)BENCHFLAGPOLEACACAC02L5.0001 L5.00RAMPLANDINGLANDINGLANDINGLANDING LA N D I N G RAMPRAMPLANDINGRAMPRAMP PATH BENCHBP REV 0108/31/20181 BOULDER REMOVE TREE, TYPPROTECT TREE, TYPPROTECT TREESL 2.00TREE REMOVALPLAN /EXISTINGLANDSCAPE PLAN0'05'10'SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:RE CIVIL FOR REMOVAL OF ALL PVMT ANDSTRUCTURES, TYPREMOVE EXISTING HEDGEEX PATHPROTECT HEDGEBP REV 0108/31/20181 ENTRY COURTBAY ACCESS DRIVESTREET LIGHT; RE ELECDETECTABLE WARNINGPLATE; RE CIVILARCH OVERHANG(S)RAMPGENERATORCONC CURB; RE CIVILL 3.00HARDSCAPEMATERIALS PLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK LIMITS)BENCH01L6.02BENCH; SIM03L6.01STEEL BAR GRATE STEP-TOP CONNECTION TOCONCRETE02L6.01STEEL BAR GRATE STEP-BOTTOM CONNECTIONTO CONCRETE01L6.01STEEL BAR GRATE STEP-TREAD AND RISERSTEEL BOLLARD ; 6" DIA X36"; CONC FILLED01L6.02ENTRY WALLFLAGPOLE06L6.01HANDRAIL ANCHOREDTO WALKWAY05L6.01HANDRAIL ANCHOREDTO FACE OF WALL05L6.01HANDRAIL ANCHOREDTO FACE OF WALL06L6.01HANDRAIL ANCHOREDTO WALKWAY07,05L6.01HANDRAIL ANCHORED TO LOWWALL TRANSITIONING TOHANDRAIL ANCHORED TO FACEOF WALL06L6.01HANDRAIL ANCHOREDTO WALKWAY07L6.01HANDRAIL AND GUARDRAILANCHORED TO LOW WALLLANDINGACACAC04L6.01HANDRAIL /GUARDRAIL ATSTEPS07L6.01GUARDRAIL ANCHOREDTO LOW WALL (BACK /DOWN HILL SIDE)LANDINGLANDINGLANDINGLANDINGRAMPRAMPRAMP DETECTABLE WARNINGPLATE; RE CIVILLANDINGLANDINGRAMP; RE CIVILWALL AS GUARD; SLOPE TOW @ 42"ABOVE RAMP GRADE; RE CIVIL06L6.00PLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BED05L6.01HANDRAILANCHORED TOFACE OF WALLBP REV 0108/31/20181 ENTRY COURTBAY ACCESS DRIVERAMPGENERATORL 3.01HARDSCAPELAYOUT PLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'6'-0"10'-0" 22'-6"4'-1"ACACACLANDINGLANDINGLANDINGLANDINGRAMPRAMPRAMPLANDING LANDINGPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BED4'-75 8"4'-53 8"10'-0"LANDING7'-0"11'-738"1'-2"3'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"7'-0"7'-0"7'-0"7'-0"9'-0"9'-0"CTR OF WALLCTR OF WALLCTR OF WALLCTR OF WALLCTR OF WALLALIGN WITH BLDGALIGN WITH BLDG4'-0" 3'-0" 6'-0"4'-7"5'-0"4'-1014"5'-334"5'-334"5'-334"ALIGN WITH WALL4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"6'-65 8"4'-6"5'-0"8'-6"6'-57 8"6'-57 8" 9'-0"9'-0"8'-73 8"5'-318"5'-714"5'-714"7'-6"8'-0"7'-412"7'-412"7'-412"7'-412"7'-6"7'-6"7'-6"8'-0"7'-6"7'-6"7'-6"7'-6"5'-0"5'-0"8'-0" 1'-0"CTR JT ON WALL7'-25 8"8'-0"8'-0"8'-0"7'-312"8'-0"8'-978"8'-0"8'-0"7'-0"9'-65 8"10'-4"16'-25 8"34'-0"11'-738"4'-812"8'-0"4'-10"5'-6"3'-0"RE CIVIL FOR CURB ANDGUTTER LAYOUTBP REV 0108/31/20181 ENTRY COURTBAY ACCESS DRIVEACBOULDER RAMPGENERATORL 4.00PLANTING PLANAND SCHEDULESHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK LIMITS)LOWEST TREE BRANCHES SHALL BE 8' ABOVEFINISH GRADE.ACACROOT BARRIER05L6.00ROOT BARRIER (CURB AND UTILITIES BELOW)05L6.00ROOT BARRIER05L6.00ROOT BARRIER05L6.00BP REV 0108/31/20181 ENTRY COURTBAY ACCESS DRIVEACRAMPGENERATORL 4.01HYDROZONE PLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS 1/16/2018 11:31:59 AM 05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK LIMITS)ACACBP REV 0108/31/20181 DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTS05/09/2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% CD KC KJD ASPEN AMBULANCE DISTRICT FACILITY NO:ISSUED FOR:DATE: LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET BP REV 01 8/31/2018 HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below. Call before you dig. 1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIFT STUDIO. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACT IRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED. 2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 75 PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 67 PSI MINIMUM. 3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, SIX HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. ORNAMENTAL PLANTINGS 0.78" PER WEEK PEAK SEASON NATIVE SEED MIXES 0.65" PER WEEK PEAK SEASON (TWO SEASONS) NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR USE DURING YEARS WITH LESS THAN NORMAL RAINFALL. 4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON PLANS. BOXES INSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED WATER SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN ORDERLY MANNER. 5.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS. FOR INTERIOR MOUNTED BACKFLOW PREVENTER LOCATIONS, INSTALL ONE BOILER DRAIN VALVE DOWNSTREAM OF BACKFLOW PREVENTER. 6.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS SPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'. INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE. WHERE INDICATED, INSTALL LOW FLOW SQ SERIES SQUARE NOZZLES AT SPACING SHOWN. 7.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT. 8.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 3 4" MINIMUM UNLESS OTHERWISE NOTED. 9.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED 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. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE. SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 3 4" - 114" PIPING 2" PVC (1) 112" - 2" PIPING 4" PVC (1) 1-25 CONTROL WIRES 2" PVC (1) 10.SPARE CONTROL WIRES - CONTRACTOR SHALL EXTEND THREE SPARE WIRES (ONE COMMON AND 2 CONTROL WIRES) FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPARE WIRES IN 10" ROUND VALVE BOX WITH QUICK COUPLING VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR ADDITIONAL INFORMATION. 11.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS. 12.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE CURRENT. WHERE REQUIRED BY CITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY STAMPED PLANS. REVISIONS TO CITY STAMPED PLANS SHALL CONFORM TO CITY FIELD CHANGE PROCEDURES AND DOCUMENTATION. 13.EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE LANDSCAPE CONTRACTOR. 14.EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM. CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW CONSTRUCTION. 15.ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 16.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW AREA (BETWEEN STREET AND THE PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE WITHIN THE PROPERTY LINE. IRRIGATION CONSTRUCTION NOTESIRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO. HUNTER PROS-12-PRS40-CV WITH MPROTATOR NOZZLE HI-POP ROTARY SPRAY HEAD 7 HUNTER PROS-12-PRS40-CV WITH MPROTATOR NOZZLE HI-POP ROTARY SPRAY HEAD 7 HUNTER I-20-12 WITH # NOZZLE HI-POP GEAR DRIVEN ROTOR 8 HUNTER ICV-FS ELECTRIC CONTROL VALVE 11 HUNTER HQ-44-LRC QUICK COUPLING VALVE 10 LINE SIZE - 212'' AND SMALLER GATE VALVE 9 HUNTER I-CORE-M - 18 STATION MODEL ELECTRIC CONTROLLER 3 HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 4 N/S GUARDSHACK GS-1 BACKFLOW PREVENTER ENCLOSURE 2 FEBCO 825YA RP BACKFLOW PREVENTER 1 HUNTER ICV-FS-AS MASTER CONTROL VALVE 6 CST FSI-T 10-001 1"FLOW SENSOR 5 CLASS 200 BE - 212" & SMALLER PVC MAINLINE 17 CLASS 160 PVC SLEEVING 16 TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 15 HUNTER ICZ-101-LF-25 DRIP VALVE ASSEMBLY 15 NETAFIM LVCZ-10075 SUBSURFACE VALVE ASSEMBLY 20 NETAFIM TLHCVXR-3-12 ROWS SPACED 18"SUBSURFACE DRIPLINE 18 & 19 CLASS 200 BE SUBSURFACE HEADER PIPE - 1" PVC 18, 19, 20 DRIP LINE BLOW-OUT STUB 13 N/S RAIN BIRD XERI-BUG DRIP EMITTERS 14 MANUAL DRAIN VALVE 12 #1 #1 #1 #1 #2 #2 #2 #2 #1.5 #1.5 #1.5 #1.5 A W FS GPM CONTROL VALVE SIZE CONTROLLER & STATION NO. A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES3 IR-0.0 IRRIGATION NOTES AND SCHEDULE 1.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW AREA (BETWEEN STREET AND THE PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE WITHIN THE PROPERTY LINE. 2.UNLESS PROVIDED IN THESE PLANS OR SPECIAL CONDITIONS, THE CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT CITY OF ASPEN STANDARDS. 3.ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. ASPEN - IRRIGATION CONSTRUCTION NOTES A3 A4 ue ue ue ue ue ue ue ue ue ue ue ue ue ueueueueueueueue ue ue XFOXFO (2)2''(2)2'' (1)2'' A (1)4''(2)2''(1)4''(2)2'' W dr 1" A3 3 1" A7 6 1" A8 6 1" A12 3 1" A14 6 1" A15 CONTROLLER COMM WIRE dr 1" A1 (2)2'' #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 #1.5 11 2'' 11 2'' 11 2'' 11 2''(1)4''(3)2" FS 3 A dr 1" A9 dr 1" A4 dr 1" A10 (2)2'' 2 1" A6 dr 1" A2 (1)2'' dr 1" A5 dr 1" A11 dr 1" A13 (2)2'' #1 #1 #1 #1 #1 #1 #1 #2#2 #2 #2 DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTS05/09/2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% CD KC KJD ASPEN AMBULANCE DISTRICT FACILITY NO:ISSUED FOR:DATE: LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET BP REV 01 8/31/2018 HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below. Call before you dig. 0 NORTH SCALE: 1''=10' 5'10'20' NEW PLANTING IN THESE AREAS TO BE SERVED BY A RETROFIT OF THE EXISTING IRRIGATION SYSTEM FROM HEALTH AND HUMAN SERVICES BUILDING. BY OTHERS 1 1 CONTROLLER LOCATION "A" WALL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT), AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 40 LF. OF CONTROLLER LOCATION FROM BLDG. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. EXTEND PE89 SHIELDED CABLE FROM THE FLOW SENSOR AND 4 #14 UFUL WIRES (TWO BLUE AND TWO ORANGE) FROM MASTER VALVE TO ASSOCIATED CONTROLLER. CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON BUILDING WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. FINAL WEATHER SENSOR LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. A A APPROXIMATE WEATHER SENSOR MOUNTING LOCATION AT ROOF LEVEL. REFER TO CONTROLLER NOTE. COORDINATE LOCATION WITH ARCHITECT AND IRRIGATION CONSULTANT PRIOR TO INSTALLATION. IR-1.0 IRRIGATION PLAN EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE LANDSCAPE CONTRACTOR. POINT OF CONNECTION #1 - 3/4" PEAK FLOW REQUIREMENT: 6 GPM. REQUIRED STATIC PRESSURE: 67 PSI TIE ONTO 3/4'' COPPER STUB-OUT DOWNSTREAM OF WATER METER FROM BUILDING AT 54'' DEPTH IN THIS APPROXIMATE LOCATION, BY OTHERS RE-PLUMBING PLAN. INSTALL ONE 3/4'' METER PER ASPEN CITY OR COUNTY SPECIFICATIONS AND STANDARDS. EXTEND 3/4'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 3/4'' STOP AND WASTE VALVE, ONE 3/4'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REDUCING VALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE FLOW SENSOR, ONE MASTER VALVE, ONE QUICK COUPLING VALVE, ONE GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE89 SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT LOCATED IN ASSOCIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED CONTROLLER. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IRRIGATION SYSTEM TO BE METERED INDEPENDENTLY (PER COA REQUIREMENTS) DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTS05/09/2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% CD KC KJD ASPEN AMBULANCE DISTRICT FACILITY NO:ISSUED FOR:DATE: LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET BP REV 01 8/31/2018 FINISH GRADE RECTANGULAR VALVE BOX WITH EXTENSION - BRAND "MV" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. SLIPxMIPT SCH. 40 PVC ADAPTER (2) PRESSURE MAINLINE 3 4" CRUSHED GRAVEL SUMP - 2 C.F. ELECTRIC MASTER CONTROL VALVE MASTER VALVE 624V - Small - Typical NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES, ELLS, ETC, SHALL BE INSTALLED WITHIN "METER RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE AND "METER RUN" PIPING SHALL BE EQUAL. NO REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE INSTALLED WITHIN FLOW SENSOR TEE. DATA CABLE SPLICE CONSISTING OF WIRE NUTS AND PREFORMED SUPER SERVISEAL SPLICE KIT. FINISH GRADE RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED. BRAND "FS" INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS SPECIFICATIONS. VALVE BOX SHALL NOT REST DIRECTLY ON FLOW SENSOR CABLE. TEE STYLE FLOW SENSOR. REFER TO PLAN & SCHEDULE FOR SIZING, MANUFACTURER, & MODEL. DATA CABLE TO CONTROLLER SENSOR INPUTS PER MANUFACTURER RECOMMENDATION. PROVIDE ADDITIONAL CABLE WITHIN BOX TO ALLOW REMOVAL OF SENSING UNIT FROM BOX FOR MAINTENANCE PURPOSES. 3/4" GRAVEL SUMP - 2 CU. FT. PVC PRESSURE MAINLINE - REFER TO PLAN FOR DIAMETER. FLOW 10x PIPE DIA.5x PIPE DIA. METER RUN FLOW SENSOR 5VIA DATA CABLE - TEE STYLE NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE THREADED FITTINGS AND THREADED NIPPLES. PVC LATERAL - 45 ELL TO SPECIFIED DEPTH SCH. 40 PVC REDUCING MALE ADAPTER RECTANGULAR VALVE BOX. BRAND LID WITH CONTROLLER & STATION #. REFER TO TECHNICAL SPECIFICATIONS. CENTER BOX OVER ASSEMBLY. PROVIDE 12" CONTINUOUS COILS OF ALL "MAINTENANCE" SPARE CONTROL/COMMON WIRING WITHIN VALVE BOX PVC BALL VALVE - FIPTxFIPT 3 4" CRUSHED GRAVEL SUMP - FILL BOX TO BOTTOM OF VALVE BODY SCH. 80 PVC NIPPLE - LENGTH AS REQUIRED SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS CONTROL WIRE BUNDLE ELECTRIC CONTROL VALVE 4" FINISH GRADE 11ELECTRIC CONTROL VALVE 24V - PVC Lateral FINISH GRADE APPLY TEFLON TAPE TO ALL MALE THREADED PVC FITTINGS AND ALL NIPPLES 3 4" CRUSHED GRAVEL SUMP 1 CU. FT. 2" VALVE MARKER 10" ROUND VALVE BOX - BRAND THE LETTER "D' IN LID. REFER TO TECHNICAL SPECIFICATIONS. 2" CL 160 PVC ACCESS SLEEVE - LENGTH AS REQUIRED 3 4" FxF SCH. 80 PVC 90 ELL (2) 3 4"xCL PVC NIPPLE SCH. 80 (2) 3 4"x6" SCH. 80 GALVANIZED STEEL NIPPLE 3 4" BRASS GLOBE VALVE 3 4" MxF SCH. 40 PVC 90 ELL SOIL BLANKET COVERING SUMP 3 4"x4" PVC NIPPLE SCH. 80 3 4" CRUSHED GRAVEL SUMP. SEE TECHNICAL SPECIFICATIONS FOR SUMP SIZE PVC PRESSURE MAINLINE MANUAL DRAIN VALVE 12 HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below. Call before you dig. PVC PRESSURE MAINLINE REFER TO IRRIGATION SCHEDULE NOTE: ·CONCRETE PAD PENETRATIONS TO BE 1" LARGER THAN TUBING DIAMETER. ·REFER TO ENCLOSURE DETAIL FOR CONCRETE PAD DIMENSIONS. ·DIAMETER OF FITTINGS, NIPPLE AND TUBING SHALL EQUAL DIAMETER OF BACKFLOW PREVENTER UNLESS NOTED OTHERWISE. BRONZE UNION - SWxSW 6" THICK CONCRETE PAD - LENGTH AS REQUIRED, 30" MIN. WIDTH. TOP OF SLAB TO BE 1" ABOVE FINISH GRADE. ADJUSTABLE CAST IRON STOP BOX - TYLER OR EQUAL PROTECTIVE ENCLOSURE - REFER TO DETAIL REDUCED PRESSURE BACKFLOW PREVENTER CxM ADAPTER (TWO REQUIRED) QUICK COUPLING VALVE - INSTALL AS PER QCV DETAIL 12" SOIL FILTER FABRIC COVERING GRAVEL SUMP STOP & DRAIN VALVE - LINE SIZE 3 4" CRUSHED GRAVEL SUMP - 2 CU. FT. SERVICE LINE FROM WATER METER 12"EQ EQ TYPE "K" RIGID COPPER BACKFLOW PREVENTER 13/4" - 2" SYSTEMS WITH PVC CONNECTION ELECTRIC CONTROLLER PVC CONDUIT W/ SWEEP ELL (TYP. UNDERGROUND LOCATIONS) - 2 EACH LOCATION - ONE 2" PVC SCH 40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V VALVE CONTROL WIRING AND ONE 3 4" PVC CONDUIT FOR 120V POWER SUPPLY IN DIRECT BURIAL CONDUIT AS PER CITY CODE. FINISH GRADE EMT MALE ADAPTER & PVC FEMALE ADAPTER SECURE CONDUIT TO WALL 18" O.C. EMT CONDUIT - SIZE TO ACCOMMODATE CONTROL WIRE QUANTITY EMT MALE ADAPTER W/ WASHER & LOCK RING ELECTRIC CONTROLLER SECURE CONTROLLER TO WALL WITH ANCHOR BOLTS 18'' 54" MIN. 60" MAX. EXTERIOR WALL MOUNT 3 HI-POP GEAR DRIVEN ROTOR NOTE: ·DIAMETERS OF FITTINGS AND NIPPLES SHALL EQUAL ROTOR INLET DIAMETER. ·SET ROTOR PERPENDICULAR TO FINISH GRADE. ·APPLY TEFLON TAPE ALL PVC MALE THREADED FITTINGS. 24" 6" SET LIP AT FINSHED GRADE CURB AND GUTTER, SIDEQALK OR HARD SURFACE WHERE APPLICABLE HI-POP GEAR DRIVEN ROTOR MIPTxFIPT SCH. 40 PVC ELL (2) 12" SCH. 80 PVC NIPPLE MIPTxFIPT SCH. 40 PVC 90 ELL PVC SUPPLY LINE WITH SCH. 40 SLIPxFIPT PVC FITTING 30-60 DEG 8 ADJUSTABLE LENGTH MOUNTING ARM SECURE BRACKET TO EAVE PER MANUFACTURER'S RECOMMENDATIONS. BUILDING EAVE NOTE: MOUNT SENSOR RECEIVER PER CONTROLLER DETAIL. SOLAR SYNC SENSOR - TOP OF SENSOR TO BE ABOVE GUTTER AND/OR ANY OBSTRUCTIONS WEATHER SENSOR 4EAVE MOUNTED - SolarSync CL EQ EQ 6"6" Y CL 1"5" EQ 6" Y EQ 6" CL Z X GUARDSHACK ENCLOSURE CONCRETE PAD BFP MODEL/SIZE ENCLOSURE MODEL X Y Z FEBCO 825YA 3/4" & 1"GS-.5 10"24"18" FEBCO 825YA 112" & 2"GS-1 10"34"24" NOTES: ·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE 1" LARGER THAN RISER DIAMETER. ·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH GRADE. ·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S RECOMMENDATIONS. ·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE. ·PROVIDE ENCLOSURE IN BLACK OR STAINLESS STEEL. UNLESS OTHERWISE NOTED (SEE SCHEDULE). TOP VIEW SIDE VIEW NOTE: ·SET HEAD PERPENDICULAR TO FINISH GRADE SWING. ·JOINT ASSEMBLY SHALL BE ATTACHED TO BOTTOM SPRAY HEAD INLET ONLY. ·APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS AND NIPPLES. HI-POP SPRAY HEAD PVC LATERAL PIPING W/ SCH. 40 PVC LINE SIZEx12" SLIPxFIPT FITTING 12" MxF SCH. 40 PVC 90d ELL 12"x6" SCH. 80 PVC NIPPLE 12" MxF SCH. 40 PVC 90d ELL (2 REQUIRED) 12" HI-POP SPRAY HEAD CURB AND GUTTER, SIDEWALK OR HARD SURFACE WHERE APPLICABLE SET BOTTOM OF CAP AT GRADE 6" 7 IRRIGATION DETAILS IR-2.0 FINISH GRADE 2" 3" 10" ROUND VALVE BOX. BRAND "GV" ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC. 3 4" CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2" OF TOP OF 6" PVC ACCESS SLEEVE∅ 6" CLASS 160 PVC SLEEVE BOTTOM TO BE NOTCHED AND CONTACT TOP OF PRESSURE MAINLINE PVC PRESSURE MAINLINE SCH. 40 PVC MALE ADAPTER (2) - SIZE TO EQUAL GATE VALVE DIAMETER UNDISTURBED SOIL GATE VALVE 9 FINISH GRADE APPLY TEFLON TAPE TO ALL THREADED NIPPLES 3" 2" 10" ROUND VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. 3 4" CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2" OF BOTTOM OF QCV LID 1" BRASS NIPPLE LENGTH AS REQUIRED LINE SIZE BRASS COUPLING 12"x12" REBAR STABILIZING STAKE TYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION LASCO #G 13S-212 UNITIZED SWING JOINT W/ BRASS INSERT STABILIZER ELBOW. PROVIDE WITH 1" MIPT INLET PRESSURE MAINLINEx1" PVC SERVICE TEE - SOLVENT WELD OR GASKETED FITTING REFER TO SPECIFICAIONS QUICK COUPLING VALVE QUICK COUPLING VALVE 10 2GUARDSHACK- 3/4" - 2" SYSTEMS DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTS05/09/2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% CD KC KJD ASPEN AMBULANCE DISTRICT FACILITY NO:ISSUED FOR:DATE: LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET BP REV 01 8/31/2018 PLANT SIZE EMITTER FLOW RATE EMITTER QTY. AT MULCHED BED LOCATIONS EMITTER QTY. AT NATIVE SEED LOCATIONS 1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH 5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH 112" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH 2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH 212" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH 3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH 312" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH 4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH 6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH 8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH 10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH 12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH NOTES: ·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. ·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF 2". ·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO EMITTER INSTALLATION. ·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BALL. ·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. ·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE. ·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. ·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: ··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES. ··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES. ··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY. DOWN 4:1(+)-SLOPE SECTION 10" MIN 4"-6" PLANTING BACKFILL MATERIAL POLY DRIP TUBING PLANT ROOTBALL EMITTER - STAKE TO EDGE OF ROOTBALL EMITTER MICRO-TUBING - 60" MAXIMUM LENGTH PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER. MULCH LAYER EMITTER MICRO-TUBING POLY DRIP TUBING - RE: TECHNICAL SPECIFICATIONS 6" 10 GAUGE JUTE STAKE OR APPROVED EQUAL PLAN 14DRIP EMITTER BELOW GRADE B A ROUGH GRADE C NOTE: ·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN. ·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. ·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A "V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. PAVED SURFACE CURB AND GUTTER (IF APPLICABLE) 2" PVC PIPE SLEEVE MARKER - INSTALL AT BOTH ENDS OF EACH SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH GREEN FLUORESCENT PAINT. SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) IRRIGATION SLEEVING 24" MIN. 12" MIN. 36" MIN. 16 FINISH GRADE DEFLECT TUBING TO PERMIT ENTRY THROUGH BOTTOM OF VALVE BOX. 12" POP-UP SPRAY HEAD WITH CHECK VALVE, CLOSED NOZZLE, & SWING PIPE (ZONE OPERATIONAL INDICATOR)PLANT MATERIAL 3 4" PVC BALL VALVE WITH 3 4" PVC INSxMIPT ADAPTER AND S.S. CLAMP 3 4" DRIP TUBING - COIL SUFFICIENT LENGTH IN BOX TO EXTEND HOSE ADAPTER OUTSIDE OF VALVE BOX. 3 4" WASHED RIVER ROCK SUMP (1 CU. FT.) INSERT TEE WITH CLAMPS 10" ROUND VALVE BOX WITH COVER - BRAND "DB" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. SECTIONPLAN DISTANCES VARY: CONTRACTOR SHALL LOCATE FLUSH VALVE BOX TO BE SCREENED BY PLANT MATERIAL AND ACCESSIBLE. OPERATIONAL INDICATOR SHALL BE LOCATED FOR EASY VISIBILITY DURING OPERATION PLANT MATERIAL INDICATOR HEAD PLANTER BED WALL OR EDGER FLUSH VALVE POLY PIPE FROM EXHAUST HEADER OR DRIP LATERAL DRIP FLUSH VALVE 13WITH OPERATIONAL INDICATOR 4-6" BODIES: 18" 12" BODIES: 24" CONTROL WIRE BUNDLE OR TWO WIRE COMMUNICATION CABLE (PER SPECIFICATIONS) 24" SPRAY HEAD LATERAL PIPING OR DRIP LINE HEADER. FINISH GRADE ROTOR LATERAL PIPING BACKFILL MATERIAL (TYP.) 4-6" BODIES: 14" 12" BODIES: 18" MAINLINE NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH WIDTHS. 1724"TYPICAL TRENCH LINE SIZE PVC BALL VALVE 3" MIN.DRIP VALVE ASSEMBLY (SEE SCHEDULE) STAINLESS STEEL WORM GEAR OR PINCH CLAMP VALVE SIZE POLY PIPING - SWEEP TO SPECIFIED DEPTH NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE ACCEPTED. PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF CONTROL VALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVE BOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT REST ON DRIP TUBING. PVC MAINLINE PVC SCH. 40 TEE OR ELL PVC SCH. 80 NIPPLE 3" MIN. DEPTH 3 4" WASHED GRAVEL VALVE SIZE MIPTxINS. PVC ADAPTER JUMBO VALVE BOX - BRAND BOX LID W/ CONTROLLER AND STATION NUMBER - REFER TO TECHNICAL SPECIFICATIONS. WATERPROOF SPLICE 24" COILED WIRE PVC SCH. 80 NIPPLE PVC SCH. 40 ELL FINISH GRADE DRIP VALVE 1524V - POLY LATERAL IRRIGATION DETAILS IR-3.0HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below. Call before you dig. FINISH GRADE NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS, AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE. 4'' MIN. PVC LATERAL - 45 ELL TO SPECIFIED DEPTH PVC UNION - LINE SIZE PRESSURE REGULATING DEVICE JUMBO VALVE BOX. BRAND LID WITH CONTROLLER & STATION #. REFER TO TECHNICAL SPECIFICATIONS. PVC BALL VALVE ELECTRIC CONTROL VALVE 3 4" CRUSHED GRAVEL SUMP - 2 CU. FT. SCH. 80 PVC NIPPLE - LENGTH AS REQUIRED SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS CONTROL WIRE BUNDLE PROVIDE 12" DIA. CONTINUOUS LOOP OF SPARE CONTROL/COMMON WIRING - BURY WITHIN GRAVEL SUMP AS NOT TO BE VISIBLE 1" DISC FILTER SUBSURFACE DRIP CONTROL VALVE 2024V - PVC LF SUBSURFACE DRIP 18IRREGULAR AREAS LINE FLUSHING VALVE AND OPERATIONAL INDICATOR - REFER TO DETAIL TOCR IR-32. AREA PERIMETER DRIPLINE LATERAL TUBING DRIPLINE START CONNECTION MALE ADAPTER EXHAUST HEADER DRIPLINE TEE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV DRIPLINE TUBING SHALL BE INSTALLED WITH EMITTERS IN A TRIANGULAR PATTERN BETWEEN ROWS SPEARS CHECK VALVE AND 3/4" RISER IN 6" VALVE BOX. CONNECT TO TECHLINE GRID USING 3/4" FIPT x INS x INS TEE SUBSURFACE DRIP - NATIVE 19HORIZONTAL VIEW 4'' TO 6'' LINE DEPTH EQUALEQUAL SUB GRADE LINE SPACING PER SCHEDULE FINISH GRADE AMENDED SOIL GRASSPAVE, GRASSCRETE OR SIMILAR 4'' TO 6'' LINE DEPTH EQUALEQUAL SUB GRADE LINE SPACING PER SCHEDULE FINISH GRADE AMENDED SOIL DRIP LINE BELOW GRADE IN TURF AREAS DRAWN BY:CHECKED BY: SHEET NO: PROJECT NO: DATE: CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N C 2016 CHAMBERLIN ARCHITECTS05/09/2018 1740 CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% CD KC KJD ASPEN AMBULANCE DISTRICT FACILITY NO:ISSUED FOR:DATE: LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET BP REV 01 8/31/2018 IRRIGATION DETAILS IR-4.0HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below. Call before you dig.