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Home My WebLink AboutRIDGEWOOD HILLS - FDP230019 - SUBMITTAL DOCUMENTS - ROUND 2 - Supporting Documentation (7)M QC MV FS M M QC MV FS MD MD QC QC QC QC QC MV FS MD QC QC QC QC QC QC QC QC CONTROLLER C WS CONTROLLER B WS CONTROLLER A WS QC QC QC QC QC QC QC SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y OVERALL IRRIGATION MAINLINE PLAN IR-100 SCALE: 1"=100' 0 50 10020 JR EDN IR-102 IR-103 IR-104 IR-105 IR-106 IR-107 IR-108 IR-109 IR-111IR-110 IR-113IR-112 WIRING/SLEEVING NOTES IRRIGATION DISCLAIMER 1.IRRIGATION DESIGN IS NOT AN EXACT SCIENCE. IT IS BASED ON THEORIES, ASSUMPTIONS, AND/OR INFORMATION PROVIDED BY CIVIL MODELS/UTILITIES/MUNICIPALITIES ENTITIES AND THUS DIAGRAMMATIC IN NATURE. 2.CONTRACTOR SHALL INSTALL MAINLINES ±12" FROM PAVEMENT EDGE IN PLANTING AREAS. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS AS INDICATED ON THESE PLANS. 3.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE AND VISIBLE IRRIGATION EQUIPMENT (CONTROLLERS, BACKFLOW PREVENTERS, METER PITS, ETC.) WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND / OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE INSTALLATION OF THESE ITEMS SHALL BE INTEGRATED WITHIN DESIGNATED LANDSCAPE AREAS. FAILURE TO LOCATE THIS EQUIPMENT IN AN APPROVED LOCATION MAY RESULT IN THE IRRIGATION CONTRACTOR BEING REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. 4.THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS. THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE PRIOR TO CONSTRUCTION OF ANY COMPONENT OF THE IRRIGATION SYSTEM. AFTER FIELD VERIFICATION, THE IRRIGATION CONTRACTOR SHALL NOTIFY THE OWNER, OWNER'S REPRESENTATIVE, LANDSCAPE ARCHITECT, & IRRIGATION DESIGNER OF THE PRESSURE READING FOR THE TAP. 5.ALL PRESSURIZED MAINLINES, VALVES, DRIP, AND ROTOR AND SPRAY HEADS SHALL BE INSTALLED A MINIMUM OF 5' AWAY FROM ANY BUILDING FOUNDATION. ADDITIONAL REQUIREMENTS MAY BE LISTED IN THE GEOTECHNICAL REPORT REGARDING IRRIGATION NEAR BUILDING FOUNDATIONS. CONTRACTOR IS RESPONSIBLE TO ABIDE BY THE 5' MINIMUM DISTANCE AND/OR THE GEOTECHNICAL REPORT REQUIREMENTS. IF THIS EQUIPMENT IS SHOWN WITHIN THE 5' OFFSET ON THESE PLANS, IT IS FOR THE PURPOSE OF GRAPHIC CLARITY ONLY. 6.REFER TO SHEET IR-100 FOR IRRIGATION NOTES, IR-114, & IR-115 FOR IRRIGATION DETAILS. 1.THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2.THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS. 3.THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED DOCUMENTS. IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN 25 WIRES. UTILITY NOTES CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. IR1.1 KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR1.2 IR1.3 IR1.4 IR1.6 IR1.7IR1.5 IR1.9IR1.8 IR1.11IR1.10 IR1.13IR1.12 GENERAL IRRIGATION NOTES 1.IRRIGATION DESIGN IS BASED ON THEORIES, ASSUMPTIONS, AND/OR INFORMATION PROVIDED BY CIVIL MODELS/UTILITIES/MUNICIPAL ENTITIES AND THUS, IS DIAGRAMMATIC IN NATURE. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR GRAPHIC CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. 2. REFER TO SPECIFICATIONS (AS APPROPRIATE) FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 3.THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PLANS & DOCUMENTS. CONTRACTOR SHALL THOROUGHLY REVIEW PLANS & REPORT ANY CONFLICTS OR DISCREPANCIES TO OWNER'S REPRESENTATIVE IMMEDIATELY. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION, AND TO THE OWNER'S SATISFACTION. 5.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, ETC. THE IRRIGATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAY PAVING, ETC. 6.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 7.SEE CIVIL ENGINEER'S DRAWINGS FOR IRRIGATION POINT OF CONNECTION (TAP) AND DOMESTIC WATER SUPPLY. 8.ALL CONSTRUCTION SHALL CONFORM TO CITY, 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 9.THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE POINT OF CONNECTION NOTE TAG(S) ON THE DRAWINGS. THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED OR PRESSURES HAVE GREATLY CHANGED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR RECOMMENDING A SOLUTION AND PROVIDING AN ADD ALTERNATE BID FOR IRRIGATION COSTS. 10.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. 11.NO MORE THAN 90% OF AVAILABLE MINIMUM STATIC WATER PRESSURE WAS USED IN PREPARATION OF THESE PLANS, FURTHERMORE, THE MAXIMUM FLOW THROUGH THE METER SHOULD NOT EXCEED 75% OF THE MAXIMUM SAFE FLOW. 12.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. 13.INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN ON THE PLANS AND DETAILS. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNERS REPRESENTATIVE. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL UNAPPROVED SUBSTITUTED EQUIPMENT AT HIS OWN COST IF SO DIRECTED BY THE OWNER. 14.WHEN INSTALLING IRRIGATION PIPE AND EQUIPMENT NEXT TO HARDSCAPE (SUCH AS WALLS, CURBS, OR WALKS), PLACE PIPE AS CLOSE AS POSSIBLE TO HARDSCAPE TO AVOID CONFLICTS WITH PLANTING. REFER TO MAINLINE TRENCHING DETAILS FOR ADDITIONAL INFORMATION. 15.THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO CONTROLLERS AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 16.THE RAIN SENSOR SHALL BE LOCATED NEAR THE IRRIGATION CONTROLLER, AND SHALL BE MOUNTED AS SHOWN ON THE DETAIL AND/OR LEGEND. LOCATE SENSOR AWAY FROM TALL TREES, SHRUBS, AND OTHER POTENTIAL OBSTRUCTIONS. 17.ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. 18.CONTRACTOR SHALL PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 19.CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). 20.PROVIDE ADDITIONAL IRRIGATION CONTROL WIRES TO THE AMOUNT OF OPEN ZONES ON THE CONTROLLER ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. 21.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE. SLEEVES FOR MAINLINE AND LATERAL LINES SHALL BE A MINIMUM TWICE THE DIAMETER OF THE ENCLOSED PIPE; SLEEVES FOR CONTROL WIRES SHALL BE AS PER THE SLEEVING / WIRING NOTE AND THE WIRING SLEEVE LEGEND ITEM AS SHOWN ON THESE DRAWINGS. 22.TRENCH BACKFILL MATERIAL SHALL BE FREE OF ROCKS, GLASS, AND OTHER EXTRANEOUS MATERIALS LARGER THAN 1" IN DIAMETER. BACKFILL SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY. 23.WHERE VALVES ARE LOCATED IN CLOSE PROXIMITY TO EACH OTHER, CLUSTER VALVES INTO MANIFOLDS. INSTALL NO MORE THAN ONE VALVE PER VALVE BOX. 24.MANUAL DRAIN VALVE, FOR FREEZE PROTECTION, ARE TO BE LOCATED AT ALL LOW POINTS OF IRRIGATION LATERAL LINES. WHERE THE LOW POINT IS AT THE END OF THE LINE, LOCATE DRAIN VALVE A MINIMUM OF 12" DOWNSTREAM FROM THE LAST SPRINKLER HEAD. SEE DETAIL FOR VALVE ORIENTATION. 25.USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SWING JOINT AND VALVE ASSEMBLIES. 26.ALL IRRIGATION HEADS, INCLUDING FIXED-SPRAY AND DRIP DEVICES, SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 27.ALL PRESSURIZED MAINLINES, VALVES, DRIP, AND ROTOR AND SPRAY HEADS SHALL BE INSTALLED A MINIMUM OF 3' AWAY FROM ANY BUILDING FOUNDATION. IF THIS EQUIPMENT IS SHOWN WITHIN THE 3' OFFSET ON THESE PLANS, IT IS FOR THE PURPOSE OF GRAPHIC CLARITY ONLY. 28.EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, IT IS THE INTENT OF THE IRRIGATION DESIGN TO INDICATE ALL SPRAY HEADS AS "POP-UPS". IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN TURF AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 29.ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. STAKED LOCATIONS SHALL BE SPACED TO PROVIDE HEAD-TO-HEAD COVERAGE. RECOMMENDED SETBACK DISTANCE OF ALL PROPOSED IRRIGATION HEADS IS 12" FROM BACK OF CURB AND EDGE OF PAVEMENT. 30.FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS. 31.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH THE ADJACENT SIDEWALK, OR PAVING. ALL POP-UP HEADS AWAY FROM HARDSCAPE EDGES IN TURF SHALL BE 1" ABOVE THE FINISH GRADE TO PREVENT CONTACT WITH MOWERS. 32.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 33.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 34.UPON COMPLETION OF INSTALLATION OF IRRIGATION SYSTEM, IRRIGATION CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. ACCURATE AND COMPLETE "AS BUILT" PLANS OF IRRIGATION SYSTEM INCLUDING 8-1/2" X 11" ZONE MAP TO BE PLACED INSIDE EACH CONTROLLER BOX. B. LOG ON ALL WATER WINDOWS, RUN SCHEDULE TIMES, AND OTHER CHANGES AND/OR MODIFICATIONS TO THE IRRIGATION SYSTEM SINCE INSTALLATION. C. ONE HOUR OF TRAINING TO OWNER ON IRRIGATION SYSTEM AND CONTROLLER OPERATION. D. THREE OF EACH TYPE OF HEAD AND EMITTER INSTALLED. E. ONE OF EACH TYPE OF VALVE INSTALLED. F. REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 35.PRIOR TO ACCEPTANCE OF IRRIGATION SYSTEM AT THE END OF THE MAINTENANCE PERIOD, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE FOLLOWING: CURRENT SCHEDULE RUN TIME AND WATER WINDOW LOG, ALONG WITH NOTING ANY OTHER PERTINENT INFORMATION. 36.UNLESS OTHERWISE SPECIFIED, THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ANYTHING DAMAGED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 37.CONTRACTOR SHALL INSTALL MAINLINES ±12" FROM PAVEMENT EDGE IN PLANTING AREAS. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS AS INDICATED ON THESE PLANS. 38.IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND SPECIFICATIONS, THE PLAN SHALL TAKE PRECEDENCE. 39.THE IRRIGATION SYSTEM SHALL BE INSTALLED BY A QUALIFIED IRRIGATION CONTRACTOR. ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ THIRTY-SIX (36) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'C' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 2" POINT OF CONNECTION 'C' ▪ USE 2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" & 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ FOURTEEN (14) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'B' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 1-1/2" POINT OF CONNECTION 'B' ▪ USE 1-1/2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" OR 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ THIRTY-SIX (36) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'A' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 1-1/2" POINT OF CONNECTION 'A' ▪ USE 1-1/2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" & 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. IR-101 S U E U E U E UE TTE E E M V MV R S S S S S K K K K K K K K K K K K K M M M M M M M M O O O L S S M M L L M M L M M M M M M M L M M M M M M M M M 1" 1" 3 4" A5 A6 1"7.8 A7 1"6.38 A8 1"5.54 FV FV FV FV FV FV FV SP SP SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-101 SCALE: 1"=20' 0 10 20 MATCHLINE-SEE SHEET IR-103 MA T C H L I N E - S E E S H E E T I R - 1 0 2 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S M M M M M M M M 3 4" 3 4" A9 1"3.71 FV FV FV FV FV FV FV FV FV SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-102 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 1 MATCHLINE-SEE SHEET IR-104 JR EDN KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 UE UE UE UE U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E UE UE UE UE UEE UE MV MV S S S S S S S S S S S S S L R S S S S L K K K K K K K K K K M M M M M M M M M M M M M M M M M M M M M M M O S S S S S S S S S S S S S S S R L S S S S S S S S S S S S S S S S S R S S S S S S S S S S B B M QC MV FS M M M M M M M M M M M M M M M M L M M M L L M M M L M O MD QC CONTROLLER A WS 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" A2 1"11.4 A3 1"7.48 A4 1"13.4 A5 1"12.8 A28 A29 1"13.6 A30 1"10.1 A31 1"7.04 A1 1"14.5 A35 1"14.4 A36 1"7.48 A37 1"11.0 A38 1"11.4 A39 1"2.2 1"112" 3 4" 112" 1" 1" FV FV FV FV SP SP SP SP SP SP SP SP SP SP SP SP SP SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER MP STRIP PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP1000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP3000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP3000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTARY NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP3500 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LB=LIGHT BROWN, ADJUSTABLE ARC, 90-210, ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP815 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25-LF 1" DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. DETAIL 2 SHEET IR-114 NIBCO 4660-T 3/4" SCHEDULE 40 MANUAL FLUSH VALVE. CONNECT TO DRIP POLYTUBING FOR WINTERIZATION/BLOWOUT. DETAIL 3 SHEET IR-114 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH, 1.0 GPH, 2.0 GPH, 4.0 GPH, AND 6.0 GPH. CAN BE INSERTED INTO 1/2IN. AND 3/4IN. TUBING AND HAVE PRESSURE COMPENSATING FROM 15 PSI-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. EMITTER SCHEDULE: -1 GALLON AND SMALLER: 2, HEB-5-B EMITTER PER PLANT (1 GPH TOTAL) -5 GALLON: 2, HEB-10-B EMITTERS PER PLANT (2 GPH TOTAL) -10-15 GALLONS & UPRIGHT JUNIPERS: 3, HEB-10-B EMITTERS PER PLANT (3 GPH TOTAL) -1” TO 2-1/2” CALIPER TREES: 4, HEB-10-B EMITTERS PER PLANT (4 GPH TOTAL) -3” TO 4” CALIPER TREES: 6, HEB-10-B EMITTERS PER PLANT (6 GPH TOTAL) DETAIL 4 SHEET IR-114 L S R LST RSTSST M L O K G R K G R B Y A B Y A LB M L O IRRIGATION SCHEDULE A FV SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G-FS 1" 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. DETAIL 5 SHEET IR-114 HUNTER HQ-44LRC 1" QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. DETAIL 6 SHEET IR-114 NIBCO 4660-S SCHEDULE 40 MANUAL BALL VALVE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 3/4" - 3" DETAIL 7 SHEET IR-114 NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4IN. - 3IN. DETAIL 8 SHEET IR-114 HUNTER IBV-FS 2" 1IN., 1-1/2IN., 2IN., AND 3IN. BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. DETAIL 9 SHEET IR-114 1” NIBCO T-113-K 1” CLASS 125 BRONZE MANUAL DRAIN VALVE WITH CROSS HANDLE DETAIL 10 SHEET IR-114 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER DETAIL 11 SHEET IR-114 HUNTER A2C-75D-PP 75-STATION DECODER CONTROLLER ON A PLASTIC PEDESTAL. DETAIL 1 SHEET IR-115 HUNTER ICD-100 SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKE10). DETAIL 5 SHEET IR-114 & DETAIL 7 SHEET IR-115 HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. DETAIL 2 SHEET IR-115 HUNTER HFS-200 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 2IN. SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. DETAIL 3 SHEET IR-115 WATER METER 2" USE DEDICATED IRRIGATION TAP AND METER. SEE CIVIL FOR TAP AND METER SIZE AND LOCATION. DETAIL 4 SHEET IR-115 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON PLAN DETAIL 5 SHEET IR-115 IRRIGATION DRIP SUPPLY TUBING: POLYETHYLENE PIPE SDR-7 SIZE: 3/4" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION SERVICE LINE: TYPE K COPPER PIPE SIZE: 3/4" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 WIRE SLEEVE: PVC SCHEDULE 40 SIZE: 1" DETAIL 5 SHEET IR-115 PIPE SLEEVE: PVC SCHEDULE 40 SIZE: DOUBLE THE SIZE OF PIPE INSERTED DETAIL 5 SHEET IR-115 QC MV MD FS M VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT # ##" CONTROLLER A WS SP IRRIGATION SCHEDULE A NUMBER MODEL SIZE TYPE GPM A1 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.48 A2 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.37 A3 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.48 A4 HUNTER ICV-G-FS 1"SHRUB ROTARY 13.4 A5 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.83 A6 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.8 A7 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 6.38 A8 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 5.54 A9 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 3.71 A10 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.33 A11 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.48 A12 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.36 A13 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 3.99 A14 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 4.02 A15 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.22 A16 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.27 A17 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.28 A18 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.33 A19 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 5.69 A20 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.24 A21 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 5.01 A22 HUNTER ICV-G-FS 1"SHRUB ROTARY 8.6 A23 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.74 A24 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 4.12 A25 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.46 A26 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.9 A27 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.75 A28 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.87 A29 HUNTER ICV-G-FS 1"SHRUB ROTARY 13.62 A30 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.12 A31 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.04 A32 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.18 A33 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.3 A34 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 10.02 A35 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.38 A36 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.48 A37 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 11.01 A38 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 11.36 A39 HUNTER ICV-G-FS 1"SHRUB ROTARY 2.2 VALVE SCHEDULE A P.O.C. NUMBER: A Water Source Information:Use dedicated irrigation tap and meter. See civil for tap and meter size and location. FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 40.32 GPM PRESSURE AVAILABLE Static Pressure at POC:80 PSI Elevation Change:5.00 ft Service Line Size:1 1/2" Length of Service Line:20 ft Pressure Available:74 PSI DESIGN ANALYSIS Maximum Station Flow:14.75 GPM Flow Available at POC:40.32 GPM Residual Flow Available:25.57 GPM Critical Station:A27 Design Pressure:40 PSI Friction Loss:1.5 PSI Fittings Loss:0.15 PSI Elevation Loss:0 PSI Loss through Valve:3 PSI Pressure Req. at Critical Station:44.7 PSI Loss for Fittings:1.41 PSI Loss for Main Line:14.1 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.4 PSI Loss for Master Valve:0.8 PSI Loss for Water Meter:0.43 PSI Critical Station Pressure at POC:72.8 PSI Pressure Available:74 PSI Residual Pressure Available:1.18 PSI CRITICAL ANALYSIS - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-103 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 4 MATCHLINE-SEE SHEET IR-106 MATCHLINE-SEE SHEET IR1.1 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ THIRTY-SIX (36) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'A' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 1-1/2" POINT OF CONNECTION 'A' ▪ USE 1-1/2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" & 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. QC MV WINTERIZATION PROCEDURES: TYPICAL POINT OF CONNECTION SCHEMATIC DIAGRAM MAINLINE 6 2 3 5 TO IRRIGATION SYSTEM 3 5 3 6 3 7 8 7 10 8 9 8 9 1 10 MD 1" BACKFLOW DEVICE 3/4" & 1-1/2" K COPPER WATER SERVICE PIPE MANUAL DRAIN VALVE, SEE SHEET IR-114 DETAIL 10 1" MASTER VALVE 1" FLOW SENSOR 1" PVC LINE, CLASS 200 PIPE TURN OFF SYSTEM AT THE GATE VALVE DOWNSTREAM OF THE IRRIGATION METER. OPEN ONE CONTROL VALVE TO RELIEVE PRESSURE SLOWLY OPEN BLOW OUT VALVE. REPEAT PROCEDURE FOR ALL BLOW OUT VALVES ALONG IRRIGATION MAINLINE. FS M 4 3 1 IRRIGATION SERVICE STUB OFF MAINLINE. SEE CIVIL FOR TAP SIZE & LOCATION IRRIGATION METER, SEE CIVIL FOR SIZE & LOCATION 2 11 11 1" MAINLINE, CLASS 200 PIPE 4 GATE VALVE 1" QUICK COUPLER KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S UE UE UE UE UE UE UE U E S T T UE UE UE UE UE UE E K K K K K K K K K K B BKK K K K K K K M M M M M M M M M M KK B B B B LBLB LBLB LBLB LBLB LB LB LB LB LBLB LBLB QC QC 1" 1" 1" 1" 1" 1" 3 4" 1" 1" 3 4" A10 1"6.33 A11 1"11.5 A12 1"11.4 A13 1"3.99 A14 1"4.02 A15 1"14.2 A16 1"14.3 A17 1"14.3 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SP SP SP SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-104 SCALE: 1"=20' 0 10 20 MATCHLINE-SEE SHEET IR-102 MATCHLINE-SEE SHEET IR-105 MA T C H L I N E - S E E S H E E T I R - 1 0 3 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S S S S S S S S S UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE U E UE U E U E U E S S S S S U E S F F F F FF F F F F F F F F S S S S F F S F S S F F T T F T F T T T T T F T E S S F MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV F MV MV S S S S S R S S S L S S L L R S S S R L S S S S S R L S S S SS S S S S S S R L S S S S S S S R L S S S S S S S R S S S S S S S S S S S S L R S S S S S S L R S S S L R S S S S L S S S S S S S S S S M M M M M M M M M MMM M M M M O O MM L M M M M M M M M M O O M M M M M O M M M M M M M R S S S S S S S S K K K K K G K M M QC MV FS MD QC CONTROLLER B WS QC 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 3 4" 1" 1" 1" 1" 3 4" 1" 3 4" 1" 1" 1" 1" 1" 1" B30 1"9.68 B31 1"1.94 B32 1"10.8 B33 1"10.9 B34 1"10.1 B36 1"1.47 B37 1"3.65 B43 1"8.9 B44 1"15.1 B45 1"5.72 B46 1"1.64 B47 1"8.37B48 1"5.99 B49 1"4.84 B50 1"1.64 B51 1"4.99 B52 1"1.38 B54 B55 1"5.28 B56 1"8.75 1" 112" 1" 112" 3 4" 112" FV FV B1 1"4.62 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FVB35 1"8.48 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP FV - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-105 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 6 MATCHLINE-SEE SHEET IR-108 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ FOURTEEN (14) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'B' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 1-1/2" POINT OF CONNECTION 'B' ▪ USE 1-1/2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" OR 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. QC MV WINTERIZATION PROCEDURES: TYPICAL POINT OF CONNECTION SCHEMATIC DIAGRAM MAINLINE 6 2 3 5 TO IRRIGATION SYSTEM 3 5 3 6 3 7 8 7 10 8 9 8 9 1 10 MD 1" BACKFLOW DEVICE 3/4" & 1-1/2" K COPPER WATER SERVICE PIPE MANUAL DRAIN VALVE, SEE SHEET IR-114 DETAIL 10 1" MASTER VALVE 1" FLOW SENSOR 1-1/2" PVC LINE, CLASS 200 PIPE TURN OFF SYSTEM AT THE GATE VALVE DOWNSTREAM OF THE IRRIGATION METER. OPEN ONE CONTROL VALVE TO RELIEVE PRESSURE SLOWLY OPEN BLOW OUT VALVE. REPEAT PROCEDURE FOR ALL BLOW OUT VALVES ALONG IRRIGATION MAINLINE. FS M 4 3 1 IRRIGATION SERVICE STUB OFF MAINLINE. SEE CIVIL FOR TAP SIZE & LOCATION IRRIGATION METER, SEE CIVIL FOR SIZE & LOCATION 2 11 11 1" MAINLINE, CLASS 200 PIPE 4 GATE VALVE 1" QUICK COUPLER IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEU E U E U E UE F F F T S E E MV MV MV MV MV S S S S S S R S S S S S S S L B B B B BBBB B Y Y B B A A A LSSSSSSRLSSSSSSSS S S S S S S S S S S S S S S S R S S S S S S L S R L S S S S S S S S RSSSSSSLRSSSSSSSS S S S S S S S S S S S S QC QC QC B B Y B B B B B B B A QC 1" 3 4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"1" 3 4" B2 1"4.62 B3 1"2.94 B4 1"12.0 B5 1"7.13 B6 1"7.16 B7 1"11.1 B8 A23 1"3.74 A24 1"4.12 A25 1"9.46 A26 1"9.9 A27 1"14.8 A28 1"7.87 A32 1"4.18 A33 1"8.3 A34 1"10.0 A35 1"14.4 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-106 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 5 MA T C H L I N E - S E E S H E E T I R - 1 0 7 MATCHLINE-SEE SHEET IR-103 MATCHLINE-SEE SHEET IR-109 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE T T E E MV MV K K K K K K K K K B K K K R LBLB LBLB LBLB LB LB LBLB LBLB LBLB LB LBLB LB QC 1" 1" 1" 3 4" 3 4" 1" A18 1"14.3 A19 1"5.69 A20 1"14.2 A21 1"5.01 A22 1"8.6 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SP SPSP SP SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER MP STRIP PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP1000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP1000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP3000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTARY NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP800SR PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) DETAIL 1 SHEET IR-114 HUNTER MP815 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25-LF 1" DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. DETAIL 2 SHEET IR-114 NIBCO 4660-T 3/4" SCHEDULE 40 MANUAL FLUSH VALVE. CONNECT TO DRIP POLYTUBING FOR WINTERIZATION/BLOWOUT. DETAIL 3 SHEET IR-114 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH, 1.0 GPH, 2.0 GPH, 4.0 GPH, AND 6.0 GPH. CAN BE INSERTED INTO 1/2IN. AND 3/4IN. TUBING AND HAVE PRESSURE COMPENSATING FROM 15 PSI-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. EMITTER SCHEDULE: -1 GALLON AND SMALLER: 2, HEB-5-B EMITTER PER PLANT (1 GPH TOTAL) -5 GALLON: 2, HEB-10-B EMITTERS PER PLANT (2 GPH TOTAL) -10-15 GALLONS & UPRIGHT JUNIPERS: 3, HEB-10-B EMITTERS PER PLANT (3 GPH TOTAL) -1” TO 2-1/2” CALIPER TREES: 4, HEB-10-B EMITTERS PER PLANT (4 GPH TOTAL) -3” TO 4” CALIPER TREES: 6, HEB-10-B EMITTERS PER PLANT (6 GPH TOTAL) DETAIL 4 SHEET IR-114 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G-FS 1" 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. DETAIL 5 SHEET IR-114 HUNTER HQ-44LRC 1" QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. DETAIL 6 SHEET IR-114 NIBCO 4660-S SCHEDULE 40 MANUAL BALL VALVE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 3/4" - 3" DETAIL 7 SHEET IR-114 NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4IN. - 3IN. DETAIL 8 SHEET IR-114 HUNTER IBV-FS 2" 1IN., 1-1/2IN., 2IN., AND 3IN. BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. DETAIL 9 SHEET IR-114 1” NIBCO T-113-K 1” CLASS 125 BRONZE MANUAL DRAIN VALVE WITH CROSS HANDLE DETAIL 10 SHEET IR-114 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER DETAIL 11 SHEET IR-114 HUNTER A2C-75D-PP 75-STATION DECODER CONTROLLER ON A PLASTIC PEDESTAL. DETAIL 1 SHEET IR-115 HUNTER ICD-100 SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKE10). DETAIL 5 SHEET IR-114 & DETAIL 7 SHEET IR-115 HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. DETAIL 2 SHEET IR-115 L S R LST RSTSST M L O M L O K G R K G R B Y A 800 A 800 F M L O QC MV MD IRRIGATION SCHEDULE B FV WS CONTROLLER B SP IRRIGATION SCHEDULE B MOUNT BRACKET. HUNTER HFS-200 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 2IN. SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. DETAIL 3 SHEET IR-115 WATER METER 2" USE DEDICATED IRRIGATION TAP AND METER. SEE CIVIL FOR TAP AND METER SIZE AND LOCATION. DETAIL 4 SHEET IR-115 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON PLAN DETAIL 5 SHEET IR-115 IRRIGATION DRIP SUPPLY TUBING: POLYETHYLENE PIPE SDR-7 SIZE: 3/4" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION SERVICE LINE: TYPE K COPPER PIPE SIZE: 3/4" UNLESS OTHERWISE NOTED ON PLAN DETAIL 5 SHEET IR-115 WIRE SLEEVE: PVC SCHEDULE 40 SIZE: 1" DETAIL 5 SHEET IR-115 PIPE SLEEVE: PVC SCHEDULE 40 SIZE: DOUBLE THE SIZE OF PIPE INSERTED DETAIL 5 SHEET IR-115 FS M VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT # ##" - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-107 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 6 MATCHLINE-SEE SHEET IR-104 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S S S S S S S S S S S S S S S S S UE UE U E UE UE UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E U E UE UE UE UE UE UE UE UE UE U E U E U E U E U E UE UE U E UE UE UE UE UE UE UE U E U E U E UE UE S S S S S S S S S T T F F F F F F F F F F F F F F F F F S F F F F S S S S T T T T T T E UE T T UE UE UE MV MV MV MV MV MV MV MV MV MV MV MV MV MV MV F F MV F F MV MV MV F F MV F MV F MV F MV F MV F F F MV MV MV U E UE S S S S S R L S R S S L M M M S S R S S S S L L S S S S S R M M L M M M M M M M M M M M M M M M M M M M M M S S L S S S S R R S S S S L S S M M M M M M M M M L M M M M M M M L M M M L M M M M M M M M M M L M M M L S S S S S S S S S S S S S S M M L M M K K K K K K K KK G K R R S S S S S L R S S S S M M L MM M M M M K K K K B B M M M M M M M M M G M M M M M M M O M QC MV FS MD QC QC CONTROLLER C WS 1" C1 1"10.5 QC 1" 1" 1" 1" 3 4" 3 4" 3 4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"1" 1" 1" 3 4" 1" 1"1" 1" C2 1"16.2 C3 1"12.8 C4 1"16.4 C5 1"5.63 C17 1"3.0 C18 1"10.3 C19 1"6.27 C20 1"15.9 C21 1"13.2 C22 C42 1"4.76 B20 1"9.39 B21 1"11.2 B22 1"16.4 B23 1"16.0 B24 1"7.87 B25 1"16.0 B26 1"13.7 B27 1"14.4 B38 1"3.24 B39 1"1.57 B40 1"2.64 B41 1"12.5 B42 1"5.28 B53 1"1.93 B54 1"2.2 B57 1"15.7 B58 1"3.08 B59 1"3.66B60 1"3.08 B61 1"4.87 1" 112" 1" 112" 112" 112"3 4" 112" 1" 112" 112" 1" B28 1"10.3 B29 1"4.59 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FVFV FV FV FV FV FV SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SPSP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-108 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 9 MATCHLINE-SEE SHEET IR-110 MATCHLINE-SEE SHEET IR-105 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D ▪ ONE (1) 75 STATION CONTROLLER, SEE LEGEND. ▪ THIRTY-SIX (36) OPEN STATIONS FOR FUTURE EXPANSION. ▪STATION RUN ORDER SHALL MATCH PLANS. ▪ LOCATE CONTROLLER IN THE UTILITY CLOSET AS SPECIFIED ON THE BUILDING PLANS. VERIFY LOCATION WITH OWNER OR REPRESENTATIVE. ▪ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLERS TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. ▪CONDUIT FROM INSIDE THE BUILDING TO EXTERIOR IRRIGATION SYSTEM SHALL BE PROVIDED BY OTHERS. CONTROLLER 'C' NOTE STATIC PRESSURE: +/- 80 ASSUMED SIZE OF TAP: 2" POINT OF CONNECTION 'C' ▪ USE 2" TAP AND INTO THE DOMESTIC WATER LINE AFTER THE METER. ▪ 3/4" & 1-1/2" PER PLAN TYPE K COPPER SERVICE FROM THE TAP THROUGH THE IRRIGATION BACKFLOW, TO THE MASTER VALVE. ▪ CONTRACTOR SHALL VERIFY LOCATION OF THE EQUIPMENT, IN FIELD WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ▪ SEE POINT OF CONNECTION DIAGRAM, THIS SHEET, FOR THE IRRIGATION SYSTEM EQUIPMENT CONFIGURATION. ▪THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC & OPERATING WATER PRESSURE SHOWN ABOVE PRIOR TO CONSTRUCTION. IF PRESSURE IS UNKNOWN, THE CONTRACTOR MUST TEST WATER PRESSURE AND CONTACT THE LANDSCAPE ARCHITECT WITH THE RESULTS TO ENSURE SYSTEM WILL BE OPERATIONAL. SEE GENERAL IRRIGATION NOTES. ▪ WHEN WATER PRESSURE TO THE IRRIGATION SYSTEM EXCEEDS 100 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A PRESSURE REDUCING / REGULATING VALVE (PRV) TO LIMIT THE WATER TO 80 PSI MAXIMUM. WHEN PRESSURE DROPS BELOW 65 PSI, THE IRRIGATION CONTRACTOR SHALL INSTALL A BOOSTER PUMP TO A MINIMUM PRESSURE OF 80 PSI. QC MV WINTERIZATION PROCEDURES: TYPICAL POINT OF CONNECTION SCHEMATIC DIAGRAM MAINLINE 6 2 3 5 TO IRRIGATION SYSTEM 3 5 3 6 3 7 8 7 10 8 9 8 9 1 10 MD 1" BACKFLOW DEVICE 3/4" & 1-1/2" K COPPER WATER SERVICE PIPE MANUAL DRAIN VALVE, SEE SHEET IR-114 DETAIL 10 1" MASTER VALVE 1" FLOW SENSOR 1-1/2" PVC LINE, CLASS 200 PIPE TURN OFF SYSTEM AT THE GATE VALVE DOWNSTREAM OF THE IRRIGATION METER. OPEN ONE CONTROL VALVE TO RELIEVE PRESSURE SLOWLY OPEN BLOW OUT VALVE. REPEAT PROCEDURE FOR ALL BLOW OUT VALVES ALONG IRRIGATION MAINLINE. FS M 4 3 1 IRRIGATION SERVICE STUB OFF MAINLINE. SEE CIVIL FOR TAP SIZE & LOCATION IRRIGATION METER, SEE CIVIL FOR SIZE & LOCATION 2 11 11 1" MAINLINE, CLASS 200 PIPE 4 GATE VALVE 1" QUICK COUPLER IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S U E S UE S S S S S F F F F F S S T S T F UE UE MV MV MV MV MV MV F MV F UE M M M M M M M M M M M M M M M L L L O K K K KK KK K K K K KKK K K R R M M M M M M M M M M L M OM M M M M M M M L M M M M M M M M O M M M M M M O 1" 1" 3 4" 1"1" 1" 1" 1" 1" 1" B8 1"8.4 B9 1"6.0 B10 1"2.87 B11 1"6.09 B12 1"8.87 B13 1"10.8 B14 1"1.62 B15 1"10.5 B19 1"7.16 FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SP SP SP SP SP SP SP NUMBER MODEL SIZE TYPE GPM B1 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.62 B2 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.62 B3 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 2.94 B4 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.99 B5 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.13 B6 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.16 B7 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.08 B8 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.4 B9 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.0 B10 HUNTER ICV-G-FS 1"SHRUB ROTARY 2.87 B11 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.09 B12 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.87 B13 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.77 B14 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 1.62 B15 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.53 B16 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.81 B17 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.29 B18 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.12 B19 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.16 B20 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 9.32 B21 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.15 B22 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.38 B23 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.01 B24 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 7.73 B25 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.01 B26 HUNTER ICV-G-FS 1"SHRUB ROTARY 13.71 B27 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.45 B28 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 10.3 B29 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.59 B30 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.68 B31 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 1.94 B32 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.8 B33 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 10.87 B34 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.12 B35 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.48 B36 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 1.47 B37 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.65 B38 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.24 B39 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.57 B40 HUNTER ICV-G-FS 1"SHRUB ROTARY 2.64 B41 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.54 B42 HUNTER ICV-G-FS 1"SHRUB ROTARY 5.28 B43 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.9 B44 HUNTER ICV-G-FS 1"SHRUB ROTARY 15.13 B45 HUNTER ICV-G-FS 1"SHRUB ROTARY 5.72 B46 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.64 B47 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.37 B48 HUNTER ICV-G-FS 1"SHRUB ROTARY 5.99 B49 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.84 B50 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.64 B51 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.99 B52 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.38 B53 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.93 B54 HUNTER ICV-G-FS 1"SHRUB ROTARY 2.2 B55 HUNTER ICV-G-FS 1"SHRUB ROTARY 5.28 B56 HUNTER ICV-G-FS 1"SHRUB ROTARY 8.75 B57 HUNTER ICV-G-FS 1"SHRUB ROTARY 15.67 B58 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.08 B59 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.66 B60 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.08 B61 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.87 VALVE SCHEDULE B P.O.C. NUMBER: B Water Source Information:Use dedicated irrigation tap and meter. See civil for tap and meter size and location. FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 40.32 GPM PRESSURE AVAILABLE Static Pressure at POC:80 PSI Elevation Change:5.00 ft Service Line Size:1 1/2" Length of Service Line:20 ft Pressure Available:74 PSI DESIGN ANALYSIS Maximum Station Flow:16.38 GPM Flow Available at POC:40.32 GPM Residual Flow Available:23.94 GPM Critical Station:B22 Design Pressure:40 PSI Friction Loss:0.49 PSI Fittings Loss:0.05 PSI Elevation Loss:0 PSI Loss through Valve:3 PSI Pressure Req. at Critical Station:43.5 PSI Loss for Fittings:1.33 PSI Loss for Main Line:13.3 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.3 PSI Loss for Master Valve:0.8 PSI Loss for Water Meter:0.55 PSI Critical Station Pressure at POC:70.8 PSI Pressure Available:74 PSI Residual Pressure Available:3.16 PSI CRITICAL ANALYSIS - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-109 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 0 8 MATCHLINE-SEE SHEET IR-111 MATCHLINE-SEE SHEET IR-106 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E S S UE U E T T T T T FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FS S S S F S F T F S S S S F T UE ST M STM S UE UE UE UE UE UEUE UE UE UE MV MV MV MV MV MV MV MV MV MV MV MV M V M V M V M V M V M V M V MV M V MV M V MV S S S S S S S S S S S S S R L S S R R L R S S S S S S S S S S S S S L R S S S S S S S S S S S S S S S S S S S S S L M M M G K K K K K G K K K K M M G K K K G R M M M M M M M M M MM M M M M M M M M M M M M M K K K MM M MMM M M M M M M M O M M M M M M M M M O M M M M M L L M M L M M M M O O K K KK K K K K L S S R S S R L S S S R L L L S S S R R R R R L L L L R S S S S S S S S S R L L L L S S S S R R R M M M M M M M M M M S M M M M M M S L S M M M L M M M M M M M M M M M L M M M M M M M L L M M O S QC 3 4" 1" 1" 1" 1" 1"1" 1" 1" 1" 1" 1" 1" 3 4" 1" 1" 3 4" 1" 3 4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 3 4" 1" 1" 1" 3 4" 1" C6 1"16.2 C8 1"3.74 C9 1"15.8C10 1"9.02 C11 1"2.32 C12 1"14.2 C13 1"10.2 C14 1"3.61 C15 1"12.1 C16 1"9.57 C22 1"7.6 C23 1"16.0 C24 1"1.32 C25 1"1.98 C26 1"1.32 C27 1"3.86 C28 1"3.82 C29 1"11 C30 1"1.32 C31 1"9.85 C33 1"1.32 C38 1"13.0 C39 1"12.0 C41 1"12.7 B18 1"12.1 C43 1"5.87 C44 1"7.27 C45 1"4.62 C46 1"1.0 C47 1"7.11 1" 112" 1" C37 1"4.41 C32 1"6.06 C7 1"12.6 C40 1"7.35 FV FV 3 4" FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV FV SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-110 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 1 1 MATCHLINE-SEE SHEET IR-112 MATCHLINE-SEE SHEET IR-108 JR EDN MATCHLINE-SEE SHEET IR-113 CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 S SUE UE UE U E U E U E U E U E U E U E T F F T E STM STM STM ST M STM STM STM STM STM STM STM UE M V MV F M M M M K K G K K M M M M L S S L R S L R S L L L R R R L S QC QC 1" 1" 1" 1" 1" 1" 1" C34 1"6.68 C35 1"8.58 B16 1"6.81 B17 1"6.29 B18 1"12.1 FVFV FV FV QC C36 1"2.2 3 4" C48 1"5.71 FV FV FV FV SP SP SP SP SP SP SP SP SP SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER MP STRIP PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP1000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP1000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP2000 PROS-12-PRS40-CV (2) SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP3000 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 HUNTER MP800SR PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) DETAIL 1 SHEET IR-114 HUNTER MP815 PROS-06-PRS40-CV SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC ON PRS40 BODY. DETAIL 1 SHEET IR-114 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25-LF 1" DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. DETAIL 2 SHEET IR-114 NIBCO 4660-T 3/4" SCHEDULE 40 MANUAL FLUSH VALVE. CONNECT TO DRIP POLYTUBING FOR WINTERIZATION/BLOWOUT. DETAIL 3 SHEET IR-114 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH, 1.0 GPH, 2.0 GPH, 4.0 GPH, AND 6.0 GPH. CAN BE INSERTED INTO 1/2IN. AND 3/4IN. TUBING AND HAVE PRESSURE COMPENSATING FROM 15 PSI-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. EMITTER SCHEDULE: -1 GALLON AND SMALLER: 2, HEB-5-B EMITTER PER PLANT (1 GPH TOTAL) -5 GALLON: 2, HEB-10-B EMITTERS PER PLANT (2 GPH TOTAL) -10-15 GALLONS & UPRIGHT JUNIPERS: 3, HEB-10-B EMITTERS PER PLANT (3 GPH TOTAL) -1” TO 2-1/2” CALIPER TREES: 4, HEB-10-B EMITTERS PER PLANT (4 GPH TOTAL) -3” TO 4” CALIPER TREES: 6, HEB-10-B EMITTERS PER PLANT (6 GPH TOTAL) DETAIL 4 SHEET IR-114 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G-FS 1" 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. DETAIL 5 SHEET IR-114 HUNTER HQ-44LRC 1" QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. DETAIL 6 SHEET IR-114 NIBCO 4660-S SCHEDULE 40 MANUAL BALL VALVE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 3/4" - 3" DETAIL 7 SHEET IR-114 NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4IN. - 3IN. DETAIL 8 SHEET IR-114 HUNTER IBV-FS 2" 1IN., 1-1/2IN., 2IN., AND 3IN. BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. DETAIL 9 SHEET IR-114 L S R LST RSTSST M L O M L O K G R K G R B Y A 800 A 800 F M L O QC MV IRRIGATION SCHEDULE C FV IRRIGATION SCHEDULE CFACTORY INSTALLED OPTION. 1” NIBCO T-113-K 1” CLASS 125 BRONZE MANUAL DRAIN VALVE WITH CROSS HANDLE DETAIL 10 SHEET IR-114 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER DETAIL 11 SHEET IR-114 HUNTER A2C-75D-PP 75-STATION DECODER CONTROLLER ON A PLASTIC PEDESTAL. DETAIL 1 SHEET IR-115 HUNTER ICD-100 SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKE10). DETAIL 5 SHEET IR-114 & DETAIL 7 SHEET IR-115 HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. DETAIL 2 SHEET IR-115 HUNTER HFS-200 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 2IN. SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. DETAIL 3 SHEET IR-115 WATER METER 2" USE DEDICATED IRRIGATION TAP AND METER. SEE CIVIL FOR TAP AND METER SIZE AND LOCATION. DETAIL 4 SHEET IR-115 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON PLAN DETAIL 5 SHEET IR-115 IRRIGATION DRIP SUPPLY TUBING: POLYETHYLENE PIPE SDR-7 SIZE: 3/4" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 SIZE: 1" UNLESS OTHERWISE NOTED ON THE PLAN DETAIL 5 SHEET IR-115 IRRIGATION SERVICE LINE: TYPE K COPPER PIPE SIZE: 3/4" UNLESS OTHERWISE NOTED ON PLAN DETAIL 5 SHEET IR-115 WIRE SLEEVE: PVC SCHEDULE 40 SIZE: 1" DETAIL 5 SHEET IR-115 PIPE SLEEVE: PVC SCHEDULE 40 SIZE: DOUBLE THE SIZE OF PIPE INSERTED DETAIL 5 SHEET IR-115 MD FS M VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT # ##" CONTROLLER C WS SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-111 SCALE: 1"=20' 0 10 20 MA T C H L I N E - S E E S H E E T I R - 1 1 0 MATCHLINE-SEE SHEET IR-109 MATCHLINE-SEE SHEET IR-112 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 QC 3 4" C51 1"8.23 SP NUMBER MODEL SIZE TYPE GPM C1 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.51 C2 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.2 C3 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.8 C4 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.37 C5 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 5.63 C6 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.24 C7 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.62 C8 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.74 C9 HUNTER ICV-G-FS 1"SHRUB ROTARY 15.85 C10 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.02 C11 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 2.32 C12 HUNTER ICV-G-FS 1"SHRUB ROTARY 14.2 C13 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.15 C14 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 3.61 C15 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.1 C16 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.57 C17 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.0 C18 HUNTER ICV-G-FS 1"SHRUB ROTARY 10.34 C19 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.27 C20 HUNTER ICV-G-FS 1"SHRUB ROTARY 15.89 C21 HUNTER ICV-G-FS 1"SHRUB ROTARY 13.2 C22 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 7.6 C23 HUNTER ICV-G-FS 1"SHRUB ROTARY 16.0 C24 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.32 C25 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.98 C26 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.32 C27 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.86 C28 HUNTER ICV-G-FS 1"SHRUB ROTARY 3.82 C29 HUNTER ICV-G-FS 1"SHRUB ROTARY 11 C30 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.32 C31 HUNTER ICV-G-FS 1"SHRUB ROTARY 9.85 C32 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.06 C33 HUNTER ICV-G-FS 1"SHRUB ROTARY 1.32 C34 HUNTER ICV-G-FS 1"SHRUB ROTARY 6.68 C35 HUNTER ICV-G-FS 1"SHRUB ROTARY 8.58 C36 HUNTER ICV-G-FS 1"SHRUB ROTARY 2.2 C37 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 4.41 C38 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.96 C39 HUNTER ICV-G-FS 1"SHRUB ROTARY 11.96 C40 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 7.35 C41 HUNTER ICV-G-FS 1"SHRUB ROTARY 12.73 C42 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 4.76 C43 HUNTER ICV-G-FS 1"SHRUB ROTARY 5.87 C44 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.27 C45 HUNTER ICV-G-FS 1"SHRUB ROTARY 4.62 C46 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 1.0 C47 HUNTER ICV-G-FS 1"SHRUB ROTARY 7.11 C48 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 5.71 C49 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 7.1 C50 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.75 C51 HUNTER ICZ-101-25-LF 1"AREA FOR DRIP EMITTERS 8.23 VALVE SCHEDULE C P.O.C. NUMBER: C Water Source Information:Use dedicated irrigation tap and meter. See civil for tap and meter size and location. FLOW AVAILABLE Water Meter Size:2" Flow Available 70.55 GPM PRESSURE AVAILABLE Static Pressure at POC:80 PSI Elevation Change:5.00 ft Service Line Size:2" Length of Service Line:20 ft Pressure Available:77 PSI DESIGN ANALYSIS Maximum Station Flow:16.37 GPM Flow Available at POC:70.55 GPM Residual Flow Available:54.18 GPM Critical Station:C41 Design Pressure:40 PSI Friction Loss:0.39 PSI Fittings Loss:0.04 PSI Elevation Loss:0 PSI Loss through Valve:3 PSI Pressure Req. at Critical Station:43.4 PSI Loss for Fittings:1.79 PSI Loss for Main Line:17.9 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.9 PSI Loss for Master Valve:0.8 PSI Loss for Water Meter:0.4 PSI Critical Station Pressure at POC:76.1 PSI Pressure Available:77 PSI Residual Pressure Available:0.86 PSI CRITICAL ANALYSIS - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-112 SCALE: 1"=20' 0 10 20 MATCHLINE-SEE SHEET IR-110 JR EDN CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 STM STM STM STM STM STM FV FV FV FVFV FV FV FV QC FV FV 3 4" 1" C49 1"7.1 C50 1"8.75 SP SP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION PLAN IR-113 SCALE: 1"=20' 0 10 20 MATCHLINE-SEE SHEET IR-110 MATCHLINE-SEE SHEET IR-111 JR EDN MA T C H L I N E - S E E S H E E T I R - 1 1 2 CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. KEYMAP US H W Y 2 8 7 ST R A S B U R G D R TRI A N G L E D R A V O N D A L E R D IR-102 IR-103 IR-104 IR-106 IR-107IR-105 IR-109IR-108 IR-111IR-110 IR-113IR-112 IR-101 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION NOTES & DETAILS IR-114 JR EDN LATERAL TEE OR ELL SPRAY BODY FINISH GRADE CURB OR PAVING 1 2 3 4 7 1 2 4 7 8 3" MAX 3 SWING PIPE ELBOW SWING PIPE5 6 5 LATERAL PIPE8 6 SPRAY/ROTATOR NOZZLE NOTES: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER TO SOLENOID IS 450 FEET. 2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER SERVICING. DRIP ZONE KIT PER PLAN PVC SLIP UNIONS 2 4103 7 14 13 8 9 1 12 5 PVC MAINLINE PER PLAN FIELD DECODER PER PLAN WIRES FROM THE VALVE SPLICED TO BLACK DECODER WIRES FINISH GRADE DBRY-6 WIRE CONNECTORS (4) 1 3 4 6 7 2 5 8 6" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL 9 COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) TWO-WIRE CABLE WITH JACKET TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) 10 12 13 11 GROUNDING WIRE WITH PLATE (IF NECESSARY) 15 PVC LATERAL LINE PER PLAN BLACK POLYTUBING PER PLAN14 PVC TO POLYTUBING ADAPTER 15 11 CARSON VALVE BOX OR APPROVED EQUAL. STATION NUMBER BRAND ON LID. 6 3" M I N . FINISH GRADE POLYPIPE DRIP LINE 1 2 4 3 6 6 1 2 3 6 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL MANUAL FLUSH BALL VALVE 4 CARSON VALVE BOX OR APPROVED EQUAL. FV BRAND ON LID. PLANTING BACKFILL MATERIAL POLY DRIP TUBING PLANT ROOT BALL EMITTER-STAKE TO EDGE OF ROOTBALL EMITTER TUBING - 60' MAX. LENGTHPLAN DOWN 4:1 SLOPE PLANTING MATERIAL PLAN EMITTER - REFER TO IRRIGATION SCHEDULE FOR DRIP EMITTER SCHEDULE. REFER TO SPECIFICATION FOR MANUFACTURER & MODEL NUMBER. MULCH LAYER EMITTER MICRO-TUBING, COLOR OR APPROVED EQUAL POLY DRIP TUBING - SEE IRRIGATION LEGEND 6" - 10 GAUGE JUTE STAKE OR APPROVED EQUAL 1. INSTALL EMITTERS ON OPPOSING SIDES OF THE ROOT BALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. 2. EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM 2'. 3. FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO EMITTER INSTALLATION. 4. IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BALL. 5. EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. NOTES: 891011121211 1 11 2 3 4 5 6 7 PVC MAINLINE PER PLAN FIELD DECODER PER PLAN WIRES FROM THE VALVE SPLICED TO BLACK DECODER WIRES FINISH GRADE COMMUNICATION WIRE FROM DECODER DBRY-6 WIRE CONNECTORS (4) REMOTE CONTROL VALVE PER PLAN 1 2 3 5 6 4 7 6" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL 8 TWO-WIRE CABLE WITH JACKET TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) 9 11 12 PVC LATERAL LINE PER PLAN10 13 COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) NOTES: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER TO SOLENOID IS 450 FEET. 2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER SERVICING. 14 GROUNDING WIRE WITH PLATE (IF NECESSARY) CARSON VALVE BOX OR APPROVED EQUAL. STATION NUMBER BRAND ON LID. 3" M I N . FINISH GRADE QUICK-COUPLING VALVE 6" LONG BRASS NIPPLE PREFABRICATED SWING JOINT 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 3" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 231 9 8 7 4 5 2 3 1 4 5 6 9 3" M I N . CARSON VALVE BOX OR APPROVED EQUAL. QC BRAND ON LID. 6 PVC SCH 40 TEE OR ELL7 PVC MAINLINE8 PVC MALE ADAPTER PLASTIC BALL VALVE (SIZED PER MAINLINE) EXTENSION SECTION AS NECESSARY TO MEET GRADE FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS: 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER AREAS IRRIGATION MAINLINE 18 " 1 2 3 4576 1 2 3 7 6 5 4 CARSON VALVE BOX OR APPROVED EQUAL. BV BRAND ON LID. 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL KEY HEAD PER HEAD GATE VALVE (SIZED PER MAINLINE) IRRIGATION MAINLINE 4" PVC SLEEVE FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS: 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER AREAS 1 2 3 4 7 6 5 1 2 3 4 5 6 7 18 " CARSON VALVE BOX OR APPROVED EQUAL. 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL 3" M I N . REMOTE CONTROL VALVE PER PLAN FINISH GRADE COPPER TO PVC FITTING ID WIRES WITH JACKET SCH 80 CLOSE NIPPLE K COPPER PIPE PER PLAN 12 6 9 8 73 1 4 5 2 1 2 3 5 6 7 8 9 10 DECODER PER PLAN10 11 11 5 PVC UNION12 DBRY-6 WIRE CONNECTORS (2)4 GROUNDING WIRE WITH PLATE (IF NECESSARY) CARSON VALVE BOX OR APPROVED EQUAL. MV BRAND ON LID. 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL 1 2 3 4 5 6 7 8 9 10 11 12 3" 1 2 3 4 5 6 7 8 9 10 11 12 3/4" CRUSHED GRAVEL SUMP 1 CU. FT. 2" CL160 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" CRUSHED GRAVEL SUMP SEE TECHNICAL SPECIFICATIONS FOR SUMP SIZE PRESSURE MAINLINE 3/4"x4" PVC NIPPLE SCH. 80 SOIL BLANKET COVERING SUMP 3/4" MxF SCH.40 PVC 90 ELL 3/4" McDONALD #6101 SERIES VALVE 3/4"x6" SCH. 80 GALVANIZED STEEL NIPPLE 2" VALVE MARKER CARSON VALVE BOX OR APPROVED EQUAL. DV BRAND ON LID. ENCLOSURE PER IRRIGATI0N LEGEND BRASS WYE STRAINER W/60 MESH SCREEN MAINLINE CONNECTION- ADAPT AS NECESSARY ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES 12"X12"X12" THRUST BLOCKS 4" CONCRETE PAD - SLOPE TO DRAIN AWAY FROM BACKFLOW PREVENTER BRASS 90 DEGREE ELLS (TYP.) BRASS UNION (TYPICAL) BACKFLOW PREVENTER UNIT BRASS NIPPLES (TYPICAL) COPPER SERVICE LINE FINISH GRADE 1" BELOW PAD BRASS COUPLING 1 6" MIN. 2 8" MIN. 3 30" MAX 12" MIN (REFER TO LOCAL CODES) 4 5 6 7 8 12 11 13 10 1 2 3 4 5 6 7 8 10 11 12 13 3" M I N . 1" 9 PVC CONCRETE SLEEVE9 11 FL O W - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 1 0 - T r i a n g l e D r . a n d C o l l e g e A v e \ C A D D \ 3 - C D \ G N K 1 0 _ I R 1 . 0 _ I r r i g a t i o n P l a n . d w g - Er i c N e w e l l - 6/ 9 / 2 0 2 4 Init.#Issue / DescriptionDate RI D G E W O O D H I L L S - F I F T H F I L I N G FI N A L U T I L I T Y P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 NOT F O R CO N S T R U C T I O N 04.03.2024 GNK000010 JEP DBC PRE L I M I N A R Y IRRIGATION NOTES & DETAILS IR-115 JR EDN DIRECT BURIAL CONTROL WIRES POWER SWITCH CONTROLLER MOUNTED IN VANDAL- RESISTANT ENCLOSURE VANDAL-RESISTANT ENCLOSURE PER LEGEND POWER WIRES IN CONDUIT. INSTALL PER ALL APPLICABLE CODES NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL AN EIGHT FOOT LONG COPPER GROUNDING ROD INTO THE GROUND FOR CONTROLLER. PROVIDE PROPER INSTALLATION FOR CONTROLLER PER MANUFACTURER RECOMMENDATIONS. 1-1/2" CONDUIT FOR SENSOR AND FLOW METER CABLE 2" PVC CONDUIT AND SWEEP WITH CONTROL AND COMMON WIRES CONCRETE BASE PER MANUFACTURER'S SPECIFICATIONS FINISH GRADE 1 2 3 4 5 6 7 8 9 3 5 6 7 8 9 2 1 4 NOTE: MOUNT WHERE SENSOR WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. WEATHER SENSOR EXTERIOR WALL OR POLE 1 1 2 2 FLOW WATER METER PER LEGEND1 PVC FEMALE ADAPTER4 3 PVC MAINLINE PIPE5FINISHED GRADE2 6 2 3 5 4 1 6 CARSON VALVE BOX OR APPROVED EQUAL. M BRAND ON LID. 3" M I N . 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL PAVEMENT SURFACE TRENCH BACKFILL PVC MAINLINE SLEEVE SEE PLANS FOR SIZE PVC LATERIAL SLEEVE SEE PLANS FOR SIZE LOCATOR WIRE WITH BURIED CAUTION TAPE IF SPECIFIED PVC IRRIGATION MAINLINE SLEEVING TRENCHING FINISH GRADE PVC IRRIGATION LATERAL - BURIED MIN. 12" BELOW GRADE SAND BACKFILL 2" MIN. PVC WIRE SLEEVE FOR CONTROL WIRES NOTE: EXTEND SLEEVES INTO LANDSCAPE AREAS 12" BEYOND EDGE OF HARDSCAPE 2 3 1 3 10 512 " M I N . 18 " M I N . 12 " M I N . 18 " M I N . 4 6 789 1 2 3 4 5 6 7 8 9 10 NOTES: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO RELAY IS 450 FEET. 2. PLACE 3-FEET OF EXTRA WIRE IN VALVE BOX FOR EASY SERVICING. 3. ALLOW MINIMUM DISTANCE OF 10X FLOW SENSOR SIZE FROM NEAREST UPSTREAM VALVE, FITTING, OR REDUCING COUPLER FROM EDGE OF FLOW SENSOR AND 5X SIZE FROM DOWNSTREAM EQUIPMENT. 1 2 3 4 5 6 7 8 91011101112 PVC MAINLINE PER PLAN SENSOR DECODER PER PLAN WIRES FROM THE FLOW SENSOR SPLICED TO BLACK DECODER WIRES FINISH GRADE COMMUNICATION WIRE FROM DECODER DBRY-6 WIRE CONNECTORS (4) FLOW SENSOR PER PLAN 1 3 4 6 7 2 5 8 9 COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) TWO-WIRE CABLE WITH JACKET TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) 10 11 GROUNDING WIRE12 CARSON VALVE BOX OR APPROVED EQUAL. FS BRAND ON LID. 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL 3" M I N . ID WIRES (36-INCH LOOP) PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT FINISH GRADE1 2 3 5 6 5 6 1 3 2 DBRY-6 WIRE CONNECTORS (4) 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL FINISH GRADE COPPER WIRE FOR GROUNDING DECODER PER PLAN 1 2 3 4 5 6 7 8 1 2 3 4 65 8 7 DBRY-6 WIRE CONNECTORS (3) TWO-WIRE CABLE WITH JACKET TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR CONTROLLER) GROUNDING CONNECTION 9 9 GROUND PLATE FOR EARTH GROUNDING LINE SURGE PROTECTION SHOULD BE INSTALLED EVERY 1,000 LF OR EVERY 12TH DECODER AND AT THE END OF OR WIRE RUNS WITH GROUNDING ROD, PLATE, AND 50LBS OF EARTH CONTACT MATERIAL. CARSON VALVE BOX OR APPROVED EQUAL. STATION NUMBER BRAND ON LID. 3" MINIMUM LAYER OF 3/4" MINUS WASHED GRAVEL ELL CROSS 45° ELL WYE TEE 45° ELL NOTES: 1.PRESSURE SUPPLY LINES SIZE 2" AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2.SEE SOILS ENGINEER FOR AMOUNT OF CONCRETE TO BE USED FOR THRUST BLOCK. REBAR BENT AROUND FITTING (TYPICAL) PIPE (TYPICAL) FITTING (TYPICAL) CONCRETE THRUST BLOCK (TYPICAL) UNDISTURBED SOIL (TYPICAL)