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HomeMy WebLinkAboutMULBERRY CONNECTION - FDP200030 - - UTILITY PLANS (6)JOHN DEERE AVE.CLOVERLEAF WAYZONING: COMMERCIAL ZONING: COMMERCIAL E. VINE DR. REDMAN DR. SITE ZONING: COMMERCIAL ZONING: COMMERCIAL ZONING: INDUSTRIALNE FRONTAGE RD.I-25I-25CITY LIMITS ZONING: INDUSTRIAL ZONING: LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICT MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 UTILITY PLANS AND CONSTRUCTION DOCUMENTS FOR MULBERRY CONNECTION LOTS 1 & 2, REDMAN SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DECEMBER 2, 2020 1 096501004_PDP_CV N SITE LOCATION MAP BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 096501004_PDP_CV – 2 ’ “” – ’ ’ ’ — ’ “” “” “” “ ” MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 096501004_PDP_CV 3 BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. ‘’ ‘’ ’ ’ ’ ’ ’ ’ MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 4 EROSION CONTROL PLAN - INITIAL096501004_CD_EC NORTH LEGEND APPLICABLE CONTROL MEASURE DETAILS EROSION CONTROL ADDITIONAL NOTES MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 5 EROSION CONTROL PLAN - FINAL096501004_CD_EC NORTH LEGEND APPLICABLE CONTROL MEASURE DETAILSEROSION CONTROL ADDITIONAL NOTES RRMULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTHAPPLICABLE CONTROL MEASURE DETAILSEROSION CONTROL ADDITIONAL NOTES LEGEND 6 OFF-SITE INITIAL EROSION CONTROL096501004_CD_EC_OFF MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTHLEGEND APPLICABLE CONTROL MEASURE DETAILSEROSION CONTROL ADDITIONAL NOTES 7 OFF-SITE FINAL EROSION CONTROL096501004_CD_EC_OFF MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 8 EROSION CONTROL DETAILS096501004_CD_EC_DT SWMP INFORMATION MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 9 EROSION CONTROL DETAILS096501004_CD_EC_DT MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 10 EROSION CONTROL DETAILS096501004_CD_EC_DT MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.096501004_CD_EC_DT 11 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.096501004_CD_EX NORTH LEGEND GENERAL NOTES ALERT TO CONTRACTOR: 12 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. NORTH 096501004_PDP_FRONT LEGEND 13 15 15 15 14 7 9 10 1312 9 10 14 1011 11 14 10 9 15 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. LEGEND NORTH 14 SITE PLAN096501004_PDP_SP SITE PLAN NOTES SITE PLAN NOTES · · · · MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 15 HORIZONTAL CONTROL PLAN096501004_CD_HC NORTH MULBERRY CONNECTION CITY OF FORT COLLINS UTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLYNOT FORKimley-Horn and Associates, Inc.CONSTRUCTION OF 39RKnow what's below. Call before you dig.096501004_PDP_GDLEGEND16NORTHNORTH BUILDING 2 DETENTION POND WSE = 4952'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 38 R Know what's below. Call before you dig. NORTH GRADING DETAILS096501004_CD_GD_DTLS 17 LEGEND DETENTION POND WSE = 4952' BUILDING 2 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 38 R Know what's below. Call before you dig. NORTH GRADING DETAILS096501004_CD_GD_DTLS LEGEND 18 BUILDING 1 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. NORTH GRADING DETAILS096501004_CD_GD_DTLS LEGEND 19 BUILDING 1 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. NORTH GRADING DETAILS096501004_CD_GD_DTLS LEGEND 20 MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.096501004_PDP_UT LEGEND NORTH GENERAL NOTES 21 BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 22 096501004_CD_SSWRSANITARY SEWER PLAN AND PROFILENOTESLEGEND BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTHNORTH 23 096501004_CD_SSWRSANITARY SEWER PLAN AND PROFILENOTES LEGEND BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 24 096501004_CD_STMPRIVATE STORM PLAN AND PROFILENOTESLEGEND MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 25 096501004_CD_STMPRIVATE STORM PLAN AND PROFILENOTES LEGEND NORTH MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 26 096501004_CD_WATER WATER PLAN AND PROFILENORTHNOTES LEGEND EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: _________________________________ ____________ DISTRICT MANAGER DATE REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.096501004_DRN_PROP LEGEND NORTH 27 NOTES MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH NORTH 28 096501004_DRN_DTLSDRAINAGE DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 29 096501004_DRN_DTLSDRAINAGE DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 30 096501004_DRN_DTLSDRAINAGE DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig.NORTH 31 096501004_DRN_DTLSDRAINAGE DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 32 096501004_DRN_DTLSADS DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 33 096501004_DRN_DTLSADS DETAILS MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 34 096501004_DRN_DTLSADS DETAILS PIPE SLEEVING, TYP. DRIP ZONE VALVE KIT, TYP. AREA FOR DRIPLINE, TYP. ROOT WATERING SYSTEM, TYP. LATERAL LINE, TYP. MAINLINE, TYP. CONTRACTOR TO IRRIGATE DETENTION BASIN SEED THROUGH ESTABLISHMENT ON A SEPARATE VALVE THAN OTHER NATIVE SEED AREAS 1" 112"112" 1" 1"1" 1" 112" 17.714 112" 5.0015 1" 1.3316 1" 11.517 1" 1813.1 1" C2 RS CONTROLLER AND RAIN SENSOR SHOWN SCHEMATICALLY. CONTRACTOR TO COORDINATE FINAL LOCATION WITH OWNER/ ARCHITECT.1"BFMVFSCRS112"112"112"112"112"112"BF2MV2FS21"112"112"1"1"1"112"112"1"1"1"112"112"1"1"1"1"112"12"1"112"14.001"23.941"32.001"420.91"520.61"622.31"76.501"817.01"924.9112"23.7101"23.6111"125.741"7.00131"17.714112"5.00151"1.33161"11.5171"1813.11"C2RSMULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. MATCHLINE; SEE SHEET 36 35 IRRIGATION PLANNORTH 31 NORTH096501004_CD_IR 1" BF MV FS POC,MASTER VALVE,BACKFLOW PREVENTOR, AND FLOW SENSOR SHOWN SCHEMATICALLY. CONTRACTOR TO TIE OFF OF 1" DOMESTIC LINE AND COORDINATE FINAL LOCATION WITH OWNER/ ARCHITECT. CONTROLLER AND RAIN SENSOR SHOWN SCHEMATICALLY. CONTRACTOR TO COORDINATE FINAL LOCATION WITH OWNER/ ARCHITECT. LATERAL LINE, TYP. MAINLINE, TYP. AREA FOR DRIPLINE, TYP. ROOT WATERING SYSTEM, TYP. PIPE SLEEVING, TYP. DRIP ZONE VALVE KIT, TYP. CONTRACTOR TO IRRIGATE NATIVE SEED THROUGH ESTABLISHMENT C RS 112"112"112"112" 112" 112" CONTRACTOR TO IRRIGATE DETENTION BASIN SEED THROUGH ESTABLISHMENT ON A SEPARATE VALVE THAN OTHER NATIVE SEED AREAS BF2 MV2 FS2 1" 1" 112"112" 1" 112" 112"1" 1" 1" 1"112" 12" 14.00 1" 23.94 1" 32.00 1" 420.9 1" 520.6 1" 622.3 1" 76.50 1" 817.0 1"924.9 112" 23.710 1" 23.611 1" 125.74 1" 7.0013 1"1"BFMVFSCRS112"112"112"112"112"112"BF2MV2FS21"112"112"1"1"1"112"112"1"1"1"112"112"1"1"1"1"112"12"1"112"14.001"23.941"32.001"420.91"520.61"622.31"76.501"817.01"924.9112"23.7101"23.6111"125.741"7.00131"17.714112"5.00151"1813.11"C2RSMULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 36 IRRIGATION PLANMATCHLINE; SEE SHEET 35 NORTH L2.0 NORTH096501004_CD_IR MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 37 IRRIGATION NOTES AND DETAILSGENERAL IRRIGATION SPECIFICATIONS AND NOTES 1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 5.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE. 6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED. 12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION. 21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES. 24.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS. 25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR. 28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES. HYDRO-TESTING TO BE PERFORMED AS LISTED: THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. 32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. 33.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1 4" ELECTRICAL CONDUIT. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. 36.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. BACKFLOW PREVENTER SECTION NTS REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDEHEIGHT ASPER LOCALCODEFINISHED GRADE FLOW BACKFLOW ENCLOSURE IR2.0 2 SECTION NTS 6" MIN. RAIN SENSOR - BUILDING MOUNT3 IR2.0 NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS18" MINIMUM BELOW GRADE.1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY SECTION NTSIR2.0 4 TYPICAL THRUST BLOCK SECTION NTS INSTALLATION NOTES: 1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. 5 IR2.0 6" MIN. THICKNESS, CONCRETE BASE: AS PER LOCAL CODE. 8 FT. COPPER GROUND SLOPE FOR DRAINAGE. OF ENCLOSURE WITH OUTSIDE DIMENSIONS EXTEND 6" BEYOND CONTROLLER TO THE PAD. BOLTS TO SECURE THE FOOTING. USE GALV. "J" CONTROLLER ON CONCRETE PEDESTAL MOUNT IRRIGATION ELECTRICAL SOURCE, WITH SWEEP ELL FOR 1" SCH. 40 CONDUIT LOCKING SWITCH. GFI RECEPTACLE AND SCHEDULE 40 LONG SWEEP ELL. CONDUIT WITH 6"4"3"FROM FIELD. 1 1/2" PVC 14 GA. WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT SECTION NTS HF INSTALL PER LOCAL ELECTRIC CODES. IR2.0 1 096501004_CD_IR MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 38 IRRIGATION DETAILS10' 12" MIN 18" MIN 18" MIN 12" MIN ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION NTS ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN 2 IR2.1 TYPICAL SLEEVING SECTION NTS 3'-0" MIN 3'-0" MIN 3'-0" MINHARDSCAPE BASE CONCRETE CURB WHERE APPLICABLE METALLIC DISC END OF SLEEVE SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY ALL WIRING IS SEPARATE CONDUIT END OF SLEEVE 3 IR2.1 TYPICAL QUICK COUPLER SECTION NTS NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FINISHED GRADE/ TOP OF MULCH QUICK-COUPLING VALVE VALVE BOX WITH COVER PVC SCH 80 NIPPLE 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 EACH CORNER) SUPPORT PVC SCH 80 NIPPLE PVC SCH 40 SWEEP ELL PVC SCH 40 SWEEP ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE PVC SCH 40 ELL STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 4 IR2.1 MASTER CONTROL VALVE SECTION NTS BRICK SUPPORTS, (1 EACH SIDE - 2 TOTAL). SCHEDULE 60 NIPPLES, VALVE INLET SIZE (TYP.) MASTER CONTROL VALVE AS SPECIFIED. TURF PVC MAIN LINE. 1 2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. PVC CONDUIT FOR CONTROLLER WIRES. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. NDS RECTANGULAR BOX WITH 6" EXTENSIONS AS REQUIRED.12" MIN.BELOW GRADE18" MIN. BELOW GRADE.5 IR2.1 DRIP ZONE VALVE KIT SECTION / PLAN NTS 3 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 2 3 15 14 7 7 14 15 16 14 FINISH GRADE/TOP OF MULCH1 VALVE BOX WITH LOCKING COVER2 REMOTE CONTROL VALVE3 30-INCH LINEAR LENGTH OF WIRE, COILED4 WATERPROOF CONNECTION5 ID TAG6 PRESSURE REGULATING QUICK CHECK BASKET FILTER7 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8 PVC SCH 40 ELL9 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 10 PVC SCH 40 TEE OR ELL11 MAINLINE PIPE12 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13 PVC SCH 80 NIPPLE, CLOSE14 PVC SCH 40 ELL15 PVC SCH 40 TEE16 LATERAL PIPE17 PVC SCH 40 FEMALE ADAPTOR18 1 2 6 IR2.1 FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. ROOT WATERING SYSTEM NTS 096-501.-004-24 7 IR2.1 3" = 1'-0" DRIP EMITTER AT 1/4" TUBING SINGLE-OUTLET EMITTER. 1/2" POLY DRIP TUBING. EMITTER. TIE-DOWN STAKE AT TOP OF MULCH ELEVATION. 1/4" DISTRIBUTION TUBING. 1/4" TUBING STAKE. DIFFUSER BUG CAP. 096-501.-004-30 1 096501004_CD_IR SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN14 1806-SAM-P45 145 45 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD RWS-M-B-C-SOCK 1401 212 35 MINI ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 18.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, AND SAND SOCK FOR SANDY SOIL. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-PRB-COM 12 WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM. RAIN BIRD XCZ-150-PRB-COM 2 HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE WITH TWO 1" PRESSURE REGULATING (40PSI) QUICK-CHECK BASKET FILTERS. FLOW RANGE: 15-40GPM. RAIN BIRD MDCFCAP 7 DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. RAIN BIRD OPERIND 14 DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6" FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4" DISTRIBUTION TUBING WITH CONNECTION FITTING PRE-INSTALLED. AREA TO RECEIVE DRIP EMITTERS RAIN BIRD PC 22,889 S.F. SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS WITH SELF-PIERCING BARB INLET. FLOW RATE: 5GPH=LIGHT BROWN; 7GPH=VIOLET; 10GPH=GREEN; 12GPH=DARK BROWN; 18GPH=WHITE; 24GPH=ORANGE. Emitter Notes: PC-05 emitters (1 assigned to each 1 GAL plant)204 PC-05 emitters (2 assigned to each 5 GAL plant)1,130 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB 4 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD 44-LRC 2 1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. SHUT OFF VALVE 1 RAIN BIRD PEB 1-1/2"1 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD PEB 1-1/2"1 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WATTS LF909M1 1-1/2"1 LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER. WATTS LF909M1 1-1/2"1 LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER. RAIN BIRD ESP12LXMEF-LXMMSS 1 12 STATION COMMERCIAL CONTROLLER. STAINLESS STEEL METAL CABINET. FLOW SENSING RAIN BIRD ESP12LXMEF-LXMMSS 1 12 STATION COMMERCIAL CONTROLLER. STAINLESS STEEL METAL CABINET. FLOW SENSING RAIN BIRD WR2-RFS 2 WIRELESS RAIN/FREEZE SENSOR. RAIN BIRD FS-150-B (2) 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.0 GPM TO 80.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. RAIN BIRD FS-150-B (2) 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.0 GPM TO 80.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. POINT OF CONNECTION 1-1/2" 1 POINT OF CONNECTION 1-1/2" 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 12,031 L.F. PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 2,954 L.F. PIPE SLEEVE: PVC SCHEDULE 40 638.1 L.F. R-VAN14 R-VAN14-360 1401 1402 I MV MV2 BF BF2 C C2 RS FS FS2 #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 4.00 38.18 64.88 0.92 in/h 2 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 3.94 33.32 59.88 1.31 in/h 3 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 2.00 36.82 53.96 0.85 in/h 4 RAIN BIRD PEB 1"TURF ROTARY 20.95 50.66 67.85 0.96 in/h 5 RAIN BIRD PEB 1"TURF ROTARY 20.63 50.44 67.64 0.96 in/h 6 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 22.28 58.36 76.77 1.44 in/h 7 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 6.50 41.91 57.13 0.87 in/h 8 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 17.00 54.61 72.07 0.94 in/h 9 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 24.88 43.90 63.44 0.59 in/h 10 RAIN BIRD PEB 1"TURF ROTARY 23.67 51.71 76.18 0.90 in/h 11 RAIN BIRD PEB 1"TURF ROTARY 23.61 51.82 76.35 0.92 in/h 12 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 5.74 34.69 53.03 0.85 in/h 13 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 7.00 567.0 42.71 58.57 0.95 in/h 14 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 17.74 813.4 39.47 61.88 0.62 in/h 15 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 5.00 817.2 39.37 54.50 0.88 in/h 16 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 1.33 1,195 31.60 45.22 0.65 in/h 17 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 11.50 1,199 46.41 79.62 0.94 in/h 18 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 13.07 1,973 43.34 117.22 0.65 in/h Common Wire 2,954 VALVE SCHEDULE CRITICAL ANALYSIS Generated:2020-11-25 12:44 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size:1-1/2" Flow Available:47.66 gpm PRESSURE AVAILABLE Static Pressure at POC:128.00 psi Pressure Available:128.00 psi DESIGN ANALYSIS Maximum Station Flow:17.74 gpm Flow Available at POC:47.66 gpm Residual Flow Available:29.92 gpm Pressure Req. at Critical Station:43.34 psi Loss for Fittings:5.30 psi Loss for Main Line:52.99 psi Loss for POC to Valve Elevation:0.00 psi Loss for Backflow:11.69 psi Loss for Master Valve:3.90 psi Critical Station Pressure at POC:117.22 psi Pressure Available:128.00 psi Residual Pressure Available:10.78 psi P.O.C. NUMBER: 02 Water Source Information: FLOW AVAILABLE Point of Connection Size:1-1/2" Flow Available:47.66 gpm PRESSURE AVAILABLE Static Pressure at POC:128.00 psi Pressure Available:128.00 psi DESIGN ANALYSIS Maximum Station Flow:24.88 gpm Flow Available at POC:47.66 gpm Residual Flow Available:22.78 gpm Pressure Req. at Critical Station:58.36 psi Loss for Fittings:0.33 psi Loss for Main Line:3.25 psi Loss for POC to Valve Elevation:0.00 psi Loss for Backflow:11.00 psi Loss for Master Valve:3.83 psi Critical Station Pressure at POC:76.77 psi Pressure Available:128.00 psi Residual Pressure Available:51.23 psi MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION OF 39 R Know what's below. Call before you dig. 39 IRRIGATION DETAILS096501004_CD_IR