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Arbor Glen For Permit 2017-04-21CE ENT MA AL A, A, C.S.A. H NO. 18 (LY MAN BLVD. 1 XXXX BERM I _ I r :L - - '` BERN4 ------------ J /2'ff- 21 y� WILLIAM BROS. PIPELINE EASEMENT 1 S / us \ .f ,.... 6362 2W 61 S M a r GAS, -r --5t_ GAS +.1'r3�- 54 53 ,�. 52 5 ny„ GSt� 4g 48 47 46 d5S �3- GAS I I nr �7� ��� /S-� + GA� GAS -�- - I -,W S TBACK I I I W ` 4. _-\\ I I I\ - I I M � I I I I \ 6 I 1 17 \ ,. 20 2h 22 AL3 °P \ \ \ \ I- 2 25 26- 2 28 29 1W TC -LINE I L \ \ \C - \ \ \ \ \ 31 / I IN, _ / I \ \ I I I I \ � \ NWL 898,\ \ K \ \ \ \ \ \ HWL'JQO WP E I INC SCHEDULE \\ IN, \ \ W I d W C 1 \ I \ 1>1 \ \ \ \ \ \ \ \ LLLL LL \ \ \ \ \ \ \ A, AL A, A, A. AL ,i, A, \ LLLLL \ \ \ LCLL L 1 I I \ LLL \ \ III I LLLLLLLLL \ \ \ \ \ \ \ \ \ I \ I I I I 870 SQ FT ENK:AMAT \\ \\\ \\\ I I I \ OVERFLOW \ \ \ \ \ II ,., A, ,., AL ,., A. A. A. ,� ,� .� A. \ 111 A, \ I I J VIII .1 11111111 11111111 r�IIIIIII ,I�IIIIIIII 0 �m NORTH V=40' 40 80 120 160 feet CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE ■ a l _ T Outdoor Water Use, Reuse, Design, NARRATIVE THAN FOURTEEN (14) CALENDAR DAYS Consulting & Water Management Arbor Glen is a proposed residential development at Lyman Boulevard (CSAH18) PRIOR TO EXCAVATION 175 James Ave N I Minneapolis, MN 55405 and Highway 101 in Chanhassen, MN. The developer intends to use landscape GOPHER STATE p 763.559.1010 1 f 763.559.7779 irrigation as a stormwater management tool consistent with current Carver County ONE CALL www.watermotion.com stormwater management standards and BMP guidelines www.gopherstateonecall.org (http://www.co.carver.mn.us/departments/LWS/docs/153_ Rules_120626.pdf1-800-25'52-1166 �N Moi_ 49 And http://www.co.carver.mn.us/departments/LWS/docs/130301_ BMP _Guidelines.pdf ). o X, DESIGN TO HARVEST STORMWATER GENERAL NOTESOPYRIGHT This design calls for an irrigation distribution pipeline to draw stormwater from a 7 stormwater pond located at the southeast corner of the development. The area of 1. THIS SYSTEM IS DESIGNED TO MEET SPECIFIC DESIGN CRITERIA off, the pipeline more completely designed, depicts the first eight stations of PROVIDED BY THE CLIENT AND SHALL BE INSTALLED AS PER P iN Moi\ DESIGN AND PROJECT SPECIFICATION. equipment (groups of sprinkler emission devices) to distribute stormwater onto 2. BIDDING CONTRACTORS SHALL THOROUGHLY READ AND BECOME non -maintained land within the development. The pipeline distribution segment FAMILIAR WITH ALL FACETS OF THE PROPOSED STORMWATER COPYKIGt1T REGISTERED OTIONINC illustrated schematically repHARVEST/REUSE SYSTEM, INCLUDING DESIGN, SPECIFICATIONS, To WATER IN M , .resents the approximately 58 remaining stations of / equipment that shall distribute stormwater onto maintained landscape area of the INSTALLATION DETAILS, AND RELATED SECTIONS. 3. CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTURE HARDSCAPE development. Total area to receive stormwater distribution from both distribution PRIOR TO CONSTRUCTION. segments of irrigation equipment is approximately 3.04 acres. The total area 4. UNLESS OTHERWISE SPECIFIED, THE PLANS AND SPECIFICATIONS proposed to receive stormwater distribution exceeds the minimum area required ARE INTENDED TO INCLUDE EVERYTHING OBVIOUSLY REQUISITE AND of this development. NECESSARY FOR THE PROPER INSTALLATION AND COMPLETION OF THE WORK WHETHER EACH NECESSARY ITEM IS MENTIONED HEREIN OR NOT. WATER, BACKUP WATER, METERING and PROTECTION 5. THE PLANS AND SPECIFICATIONS ARE INTENDED TO BE COOPERATIVE AND ANY ITEM CALLED FOR IN ONE AND NOT THE All water will be metered. Reduced Pressure Zone backflow prevention assembly OTHER SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. (RPZ) will be incorporated into the design to protect the public water supply from DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE I cross -contamination. RPZ assemblies are considered the highest RESIDENT ENGINEER AND/OR IRRIGATION CONSULTANT. I cross -contamination hazard protection by the Minnesota Department of Health I and shall be regularly tested, reported and immediately repaired upon failure of I z 7. SYSTEM IS DESIGNED TO OPERATE AT 90 GPM ® 65 PSI TO testing. COMPLETE THE WATERING SCHEDULE WITHIN **-HOURS MAXIMUM. W 8. ALL LANDSCAPE AREAS WITHIN THE LIMITS OF IRRIGATION SHALL BE V7 IRRIGATED INCLUDING THE OCCASIONAL NEED TO INSTALLADDITIONAL ACHIEVING STORMWATER BMP GOALS, SYSTEM DESIGN AND OPERATION SPRINKLERS NOT SHOWN ON THE IRRIGATION PLAN, Q Z Current Carver County stormwater treatment volume calls for a minimum of the HEAD-TO-HEAD COVERAGE PER MANUFACTURER RECOMMENDATIONS = iV first 1.05" of stormwater treatment per qualifying rain event. The minimum AND INDUSTRY BEST PRACTICES. z treatment volume is divided as follows: 9. LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO LU COMMENCING WORK ("CALL BEFORE YOU DIG-). Q • Volume Retained - 0.5 inches from the site impervious area 10, NEW OR SUBSTANTIALLY CHANGED STATIONS OF IRRIGATION SHALL I \ ,n = Z • Water Quality Treatment - 0.55 inches from the site impervious area I U 0 IL The irrigation distribution equipment will result in a system that exceeds minimum gy IRRIGATION CONSULTANT PRIOR TO INSTALLATION. 11. AVOID OVERSPRAY ONTO ROADS AND SIDEWALKS. H y CJ required Carver County stormwater treatment volumes listed above as well as 12. SPRINKLER ARCS SHALL BE DETERMINED ON SITE BY THE z L ability to execute horticultural BMPs for landscape irrigation - including efficient IRRIGATION CONTRACTOR TO PROVIDE THE MAXIMUM COVERAGE W use of water resources- upon the area of horticulturally -maintained landscape. POSSIBLE. CAREFULLY ADJUST THE ARC AND RADIUS OF EACH J Although the intended goal is to harvest and distribute stormwater upon the site, SPRINKLER TO PROVIDE HEAD-TO-HEAD COVERAGE. - 13. IRRIGATION CONTRACTOR SHALL FURNISH SLEEVE MATERIAL FOR proper and efficient use of all water can be accomplished while also accomplishing INSTALLATION BY OTHERS UNDER ALL ROADWAYS, WALKS AND cl� the goals of stormwater distribution during or following a rain event. DRIVEWAYS WHERE NECESSARY. 0 All components selected for this project will be of high quality, high market 14. MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BE INSTALLED WITH A MINIMUM EARTH COVER OF 36 FROM BOTTOM OFROAD m presence and will be designed and constructed in a workmanlike, maintainable -INCHES SUB -GRADE. fashion. The stormwater pump station will be a pre -manufactured unit of 15. TOP OF MAINLINES SHALL BE AT LEAST 12-18 OR 18 -24 -INCHES Q integrated, maintainable components and UL -listed as an assembly. Pump station BELOW GRADE IN TURF AREAS. I controls will include external meter -reader, adjustable stormwater-level equipment -- \ ----------- 12 -18 -INCHES BELOW GRADE. I --iI 17. IT MAY BECOME NECESSARY TO ADJUST MAINLINE, LATERAL PIPE, interrupt pump station operation and convert to backup municipal water when \--_ -- stormwater levels are at or below minimum, vandal -resistant alarm light and points - ------------- \ I m 18. PROPERLY THRUST BLOCK ALL FITTINGS 3 -INCH AND LARGER, \\\ r \\ -CD �- \__ Secondary protected, non -potable water source will flow through a meter and ,, ---, S - \ C W SUPPORT OF VALVE BOX IN GROUND AND PLUMB POSITION TO three -port valve will distinguish between stormwater harvest and municipal water GRADE. WOOD SUPPORTS ARE NOT ACCEPTABLE. I 21. WATER SUPPLY, BACKFLOW PREVENTION ASSEMBLY AND PLUMBING \\ �' \\ AS PER LOCAL CODE. T Carver County stormwater guidelines call for controls to manage pond bounce to 22. FINAL LOCATION OF WATER SOURCE TO BE APPROVED BY not less than four -feet of depth upon completing stormwater distribution following 23. ***** CONTRACTOR IS RESPONSIBLE FOR WATER CONNECTION. DRAWN BY a storm event. The proposed system controls will accomplish this goal. The 24. CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE ***** G,4TY K. JOi-iNSON stormwater pond normal water level (NWL) is proposed to be 898 and not less than BACKFLOW PREVENTION ASSEMBLY. 25. ***** CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE BACKFLOW GLIA, EPA WaterSenes Partner four -feet of depth at NWL. The 100 -year high water level (HWL) is proposed to be PREVENTION ASSEMBLY. CHECKED BY 899.5. The adjustable level controls will be set to engage stormwater harvest at 26. ***** CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE levels higher than 898. g IRRIGATION PUMP, TIM MALOOLY 27, ***** CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE IRRIGATION GID, GIG, GLIA There will be an irrigation controller to operate distribution equipment. The PUMP. EPA WaterSense Partner controller will be WaterSense° -labelled as promoted by the US Environmental 28. IRRIGATION CONTROL WIRE SHALL BE #xx GA°************** ' I DECLARE THAT THIS PLAN, Protection Agency and will be remote -control upgrade -ready. The controller will be IRRIGATION WIRE, UL LISTED FOR DIRECT BURIAL. SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT programmed to use water efficiently per horticultural BMPs during normal, 29. OWNER SHALL SUPPLY 110 VOLT ELECTRICAL POWER FOR SUPERVISION, CONTROLLER OPERATION. non -storm event periods or when the stormwater pond levels are insufficient to 30. CONNECT IRRIGATION ELECTRICAL WIRING IN ACCORDANCE WITH THE enable use of stormwater for horticultural irrigation. NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES, INCLUDING: 30.1, ALL ELECTRICAL WIRE SHALL BE INSTALLED WITH THE MAINLINE \ r\ I \ CIU Referring to Sheet IR -2.1, the chart .- WATERING SCHEDULE -NON-MAINTAINED \ ' e 30.2, PROVIDE 24 -INCH LOOP OF CONTROL WIRE AT ALL CHANGES IN a,"'°"°^I°"° AREA" illustrates gallons per minute per station (group) of sprinkler emission DIRECTION. `EPA _ °:_���4 WaterSense devices and application rates (in inches -per -hour) per station. There are eight 30.3. PROVIDE 36 -INCH OF SLACK WIRE AT EACH REMOTE CONTROL \ CIC o ; CLIAo 20080FTME"�,R "` stations of irrigation proposed upon the non -maintained area of the development. VALVE COILED INSIDE VALVE BOX. Also illustrated is total gallons of water to be distributed upon the non -maintained ALL WIRING BENEATH HARDSCAPES SHALL BE CONTAINED IN 30.SLEEVING, J ISSUED RECORD4. landscape. The totals of the eight stations of irrigation achieve the required SEPARATE FROM PIPING. ELECTRICAL SLEEVES ARE TO BE SIZED APPROPRIATELY FOR EASE OF INSTALLATION AND NO. DESCRIPTION GATE I minimum stormwater distribution for the development REPAIR. \ 30.5, ALL WIRE SPLICES SHALL BE GREASE FILLED WATERTIGHT n I \ / irrigation further illustrating that this proposed stormwater management BMP REMYVE AN SHALL NOT HAVE LESS THAN 24 -INCH SLACK. exceeds the minimum requirement for the development. 30.6. ALL ELECTRICAL WIRE SHALL BE SLEEVED SEPARATE FROM Runtime Summaries include operation based on a scheduling method called WATERLINE. "syringe cycling" or "cycle and soak". This approach is programming -based and 307EACH VALVE MANIFOLD SHALL HAVE A SEPARATE SPARE .. REPLACE EXISTING ISSUE DATE \ \ CONTROL WIRE THAT RUNS FROM EACH VALVE BACK TO THE 4-21-2017 adjustable. The intent is to enable applications of water at a rate and duration to CONTROLLER (WITH MINIMAL WIRE SPLICES). maximize the ability of the soil to absorb the water applied. From a stormwater 31. WIRED RAIN SENSOR SHALL BE INSTALLED, ONE PER CONTROLLER, I perspective, syringe -cycle scheduling maximizes acceptance of stormwater onto IRRIGATION CONTRACTOR SHALL ASSURE RAIN SENSOR INSTALLATION PROJECT NUMBER and into the soil. From a horticultural perspective, syringe -cycle scheduling OCCURS IN A CLEAR LOCATION, WHERE RAIN FALL HITS THE DEVICE CURB I stronger and more vigorous plant material. The graphs beneath each 6 I 1 17 \ ,. 20 2h 22 AL3 °P \ \ \ \ I- 2 25 26- 2 28 29 1W TC -LINE I L \ \ \C - \ \ \ \ \ 31 / I IN, _ / I \ \ I I I I \ � \ NWL 898,\ \ K \ \ \ \ \ \ HWL'JQO WP E I INC SCHEDULE \\ IN, \ \ W I d W C 1 \ I \ 1>1 \ \ \ \ \ \ \ \ LLLL LL \ \ \ \ \ \ \ A, AL A, A, A. AL ,i, A, \ LLLLL \ \ \ LCLL L 1 I I \ LLL \ \ III I LLLLLLLLL \ \ \ \ \ \ \ \ \ I \ I I I I 870 SQ FT ENK:AMAT \\ \\\ \\\ I I I \ OVERFLOW \ \ \ \ \ II ,., A, ,., AL ,., A. A. A. ,� ,� .� A. \ 111 A, \ I I J VIII .1 11111111 11111111 r�IIIIIII ,I�IIIIIIII 0 �m NORTH V=40' 40 80 120 160 feet CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE ■ a l _ T Outdoor Water Use, Reuse, Design, NARRATIVE THAN FOURTEEN (14) CALENDAR DAYS Consulting & Water Management Arbor Glen is a proposed residential development at Lyman Boulevard (CSAH18) PRIOR TO EXCAVATION 175 James Ave N I Minneapolis, MN 55405 and Highway 101 in Chanhassen, MN. The developer intends to use landscape GOPHER STATE p 763.559.1010 1 f 763.559.7779 irrigation as a stormwater management tool consistent with current Carver County ONE CALL www.watermotion.com stormwater management standards and BMP guidelines www.gopherstateonecall.org (http://www.co.carver.mn.us/departments/LWS/docs/153_ Rules_120626.pdf1-800-25'52-1166 �N Moi_ 49 And http://www.co.carver.mn.us/departments/LWS/docs/130301_ BMP _Guidelines.pdf ). o X, DESIGN TO HARVEST STORMWATER GENERAL NOTESOPYRIGHT This design calls for an irrigation distribution pipeline to draw stormwater from a 7 stormwater pond located at the southeast corner of the development. The area of 1. THIS SYSTEM IS DESIGNED TO MEET SPECIFIC DESIGN CRITERIA off, the pipeline more completely designed, depicts the first eight stations of PROVIDED BY THE CLIENT AND SHALL BE INSTALLED AS PER P iN Moi\ DESIGN AND PROJECT SPECIFICATION. equipment (groups of sprinkler emission devices) to distribute stormwater onto 2. BIDDING CONTRACTORS SHALL THOROUGHLY READ AND BECOME non -maintained land within the development. The pipeline distribution segment FAMILIAR WITH ALL FACETS OF THE PROPOSED STORMWATER COPYKIGt1T REGISTERED OTIONINC illustrated schematically repHARVEST/REUSE SYSTEM, INCLUDING DESIGN, SPECIFICATIONS, To WATER IN M , .resents the approximately 58 remaining stations of / equipment that shall distribute stormwater onto maintained landscape area of the INSTALLATION DETAILS, AND RELATED SECTIONS. 3. CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTURE HARDSCAPE development. Total area to receive stormwater distribution from both distribution PRIOR TO CONSTRUCTION. segments of irrigation equipment is approximately 3.04 acres. The total area 4. UNLESS OTHERWISE SPECIFIED, THE PLANS AND SPECIFICATIONS proposed to receive stormwater distribution exceeds the minimum area required ARE INTENDED TO INCLUDE EVERYTHING OBVIOUSLY REQUISITE AND of this development. NECESSARY FOR THE PROPER INSTALLATION AND COMPLETION OF THE WORK WHETHER EACH NECESSARY ITEM IS MENTIONED HEREIN OR NOT. WATER, BACKUP WATER, METERING and PROTECTION 5. THE PLANS AND SPECIFICATIONS ARE INTENDED TO BE COOPERATIVE AND ANY ITEM CALLED FOR IN ONE AND NOT THE All water will be metered. Reduced Pressure Zone backflow prevention assembly OTHER SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. (RPZ) will be incorporated into the design to protect the public water supply from DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE z cross -contamination. RPZ assemblies are considered the highest RESIDENT ENGINEER AND/OR IRRIGATION CONSULTANT. cross -contamination hazard protection by the Minnesota Department of Health 6, VALUE ENGINEERING OF THE STORMWATER HARVEST/REUSE SYSTEM and shall be regularly tested, reported and immediately repaired upon failure of SHALL NOT BE ALLOWED. z 7. SYSTEM IS DESIGNED TO OPERATE AT 90 GPM ® 65 PSI TO testing. COMPLETE THE WATERING SCHEDULE WITHIN **-HOURS MAXIMUM. W 8. ALL LANDSCAPE AREAS WITHIN THE LIMITS OF IRRIGATION SHALL BE V7 IRRIGATED INCLUDING THE OCCASIONAL NEED TO INSTALLADDITIONAL ACHIEVING STORMWATER BMP GOALS, SYSTEM DESIGN AND OPERATION SPRINKLERS NOT SHOWN ON THE IRRIGATION PLAN, Q Z Current Carver County stormwater treatment volume calls for a minimum of the HEAD-TO-HEAD COVERAGE PER MANUFACTURER RECOMMENDATIONS = iV first 1.05" of stormwater treatment per qualifying rain event. The minimum AND INDUSTRY BEST PRACTICES. z treatment volume is divided as follows: 9. LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO LU COMMENCING WORK ("CALL BEFORE YOU DIG-). Q • Volume Retained - 0.5 inches from the site impervious area 10, NEW OR SUBSTANTIALLY CHANGED STATIONS OF IRRIGATION SHALL = Z • Water Quality Treatment - 0.55 inches from the site impervious area BE APPROVED IN WRITING BY RESIDENT ENGINEER AND/OR U 0 IL The irrigation distribution equipment will result in a system that exceeds minimum gy IRRIGATION CONSULTANT PRIOR TO INSTALLATION. 11. AVOID OVERSPRAY ONTO ROADS AND SIDEWALKS. H y CJ required Carver County stormwater treatment volumes listed above as well as 12. SPRINKLER ARCS SHALL BE DETERMINED ON SITE BY THE z L ability to execute horticultural BMPs for landscape irrigation - including efficient IRRIGATION CONTRACTOR TO PROVIDE THE MAXIMUM COVERAGE W use of water resources- upon the area of horticulturally -maintained landscape. POSSIBLE. CAREFULLY ADJUST THE ARC AND RADIUS OF EACH J Although the intended goal is to harvest and distribute stormwater upon the site, SPRINKLER TO PROVIDE HEAD-TO-HEAD COVERAGE. - 13. IRRIGATION CONTRACTOR SHALL FURNISH SLEEVE MATERIAL FOR proper and efficient use of all water can be accomplished while also accomplishing INSTALLATION BY OTHERS UNDER ALL ROADWAYS, WALKS AND cl� the goals of stormwater distribution during or following a rain event. DRIVEWAYS WHERE NECESSARY. 0 All components selected for this project will be of high quality, high market 14. MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BE INSTALLED WITH A MINIMUM EARTH COVER OF 36 FROM BOTTOM OFROAD m presence and will be designed and constructed in a workmanlike, maintainable -INCHES SUB -GRADE. fashion. The stormwater pump station will be a pre -manufactured unit of 15. TOP OF MAINLINES SHALL BE AT LEAST 12-18 OR 18 -24 -INCHES Q integrated, maintainable components and UL -listed as an assembly. Pump station BELOW GRADE IN TURF AREAS. controls will include external meter -reader, adjustable stormwater-level equipment 16. TOP OF LATERAL LINES SHALL BE AT LEAST 10-12 OR 12 -18 -INCHES BELOW GRADE. to enable pump station engagement when pre-set water levels are met and to 17. IT MAY BECOME NECESSARY TO ADJUST MAINLINE, LATERAL PIPE, interrupt pump station operation and convert to backup municipal water when CONTROLS AND SPRINKLER LOCATIONS DUE TO TREES, PLANTINGS, stormwater levels are at or below minimum, vandal -resistant alarm light and points GRADE DIFFERENCES, OR OTHER LANDSCAPE CONDITIONS. of seasonal equipment maintenance. 18. PROPERLY THRUST BLOCK ALL FITTINGS 3 -INCH AND LARGER, 19. DO NOT TRENCH THROUGH THE ROOT BALLS OF NEW PLANTINGS. Secondary protected, non -potable water source will flow through a meter and 20. PROVIDE A TWO-INCH SPACE (MINIMUM) BETWEEN THE TOP OF reduced pressure zone backflow prevention assembly and will include points of VALVE AND BOTTOM OF VALVE BOX COVER. PROVIDE BLOCK seasonal equipment maintenance consistent with local practices. A low voltage, SUPPORT OF VALVE BOX IN GROUND AND PLUMB POSITION TO three -port valve will distinguish between stormwater harvest and municipal water GRADE. WOOD SUPPORTS ARE NOT ACCEPTABLE. 21. WATER SUPPLY, BACKFLOW PREVENTION ASSEMBLY AND PLUMBING use based on pond level and pump station controls. AS PER LOCAL CODE. Carver County stormwater guidelines call for controls to manage pond bounce to 22. FINAL LOCATION OF WATER SOURCE TO BE APPROVED BY not less than four -feet of depth upon completing stormwater distribution following 23. ***** CONTRACTOR IS RESPONSIBLE FOR WATER CONNECTION. DRAWN BY a storm event. The proposed system controls will accomplish this goal. The 24. CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE ***** G,4TY K. JOi-iNSON stormwater pond normal water level (NWL) is proposed to be 898 and not less than BACKFLOW PREVENTION ASSEMBLY. 25. ***** CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE BACKFLOW GLIA, EPA WaterSenes Partner four -feet of depth at NWL. The 100 -year high water level (HWL) is proposed to be PREVENTION ASSEMBLY. CHECKED BY 899.5. The adjustable level controls will be set to engage stormwater harvest at 26. ***** CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE levels higher than 898. g IRRIGATION PUMP, TIM MALOOLY 27, ***** CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE IRRIGATION GID, GIG, GLIA There will be an irrigation controller to operate distribution equipment. The PUMP. EPA WaterSense Partner controller will be WaterSense° -labelled as promoted by the US Environmental 28. IRRIGATION CONTROL WIRE SHALL BE #xx GA°************** ' I DECLARE THAT THIS PLAN, Protection Agency and will be remote -control upgrade -ready. The controller will be IRRIGATION WIRE, UL LISTED FOR DIRECT BURIAL. SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT programmed to use water efficiently per horticultural BMPs during normal, 29. OWNER SHALL SUPPLY 110 VOLT ELECTRICAL POWER FOR SUPERVISION, CONTROLLER OPERATION. non -storm event periods or when the stormwater pond levels are insufficient to 30. CONNECT IRRIGATION ELECTRICAL WIRING IN ACCORDANCE WITH THE enable use of stormwater for horticultural irrigation. NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES, INCLUDING: 30.1, ALL ELECTRICAL WIRE SHALL BE INSTALLED WITH THE MAINLINE EXPLANATION OF CALCULATIONS AND USE AND RUNTIME MODELS PIPE WHERE POSSIBLE. SNAKE WIRE SIDE TO SIDE AT BOTTOM CIU Referring to Sheet IR -2.1, the chart .- WATERING SCHEDULE -NON-MAINTAINED OF TRENCH BENEATH MAINLINE, ' e 30.2, PROVIDE 24 -INCH LOOP OF CONTROL WIRE AT ALL CHANGES IN a,"'°"°^I°"° AREA" illustrates gallons per minute per station (group) of sprinkler emission DIRECTION. `EPA _ °:_���4 WaterSense devices and application rates (in inches -per -hour) per station. There are eight 30.3. PROVIDE 36 -INCH OF SLACK WIRE AT EACH REMOTE CONTROL CIC o ; CLIAo 20080FTME"�,R "` stations of irrigation proposed upon the non -maintained area of the development. VALVE COILED INSIDE VALVE BOX. Also illustrated is total gallons of water to be distributed upon the non -maintained ALL WIRING BENEATH HARDSCAPES SHALL BE CONTAINED IN 30.SLEEVING, ISSUED RECORD4. landscape. The totals of the eight stations of irrigation achieve the required SEPARATE FROM PIPING. ELECTRICAL SLEEVES ARE TO BE SIZED APPROPRIATELY FOR EASE OF INSTALLATION AND NO. DESCRIPTION GATE minimum stormwater distribution for the development REPAIR. The right-hand chart on Sheet IR -2.1, depicts a Runtime Summary of all stations or 30.5, ALL WIRE SPLICES SHALL BE GREASE FILLED WATERTIGHT irrigation further illustrating that this proposed stormwater management BMP CONNECTORS CONTAINED IN VALVE BOX, SET TO GRADE AND SHALL NOT HAVE LESS THAN 24 -INCH SLACK. exceeds the minimum requirement for the development. 30.6. ALL ELECTRICAL WIRE SHALL BE SLEEVED SEPARATE FROM Runtime Summaries include operation based on a scheduling method called WATERLINE. "syringe cycling" or "cycle and soak". This approach is programming -based and 307EACH VALVE MANIFOLD SHALL HAVE A SEPARATE SPARE .. ISSUE DATE CONTROL WIRE THAT RUNS FROM EACH VALVE BACK TO THE 4-21-2017 adjustable. The intent is to enable applications of water at a rate and duration to CONTROLLER (WITH MINIMAL WIRE SPLICES). maximize the ability of the soil to absorb the water applied. From a stormwater 31. WIRED RAIN SENSOR SHALL BE INSTALLED, ONE PER CONTROLLER, perspective, syringe -cycle scheduling maximizes acceptance of stormwater onto IRRIGATION CONTRACTOR SHALL ASSURE RAIN SENSOR INSTALLATION PROJECT NUMBER and into the soil. From a horticultural perspective, syringe -cycle scheduling OCCURS IN A CLEAR LOCATION, WHERE RAIN FALL HITS THE DEVICE 016-11-15-02promotes stronger and more vigorous plant material. The graphs beneath each FROM ALL SIDES & IS NOT BLOCKED BY BUILDINGS, LANDSCAPE STRUCTURES OR PLANTS. runtime summary illustrates the time required to apply water given a 32. **** CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL base -cycle -and -soak application approach. EQUIPMENT FOR PUMPS. DRAWING SCALE 33. **** CONTRACTOR SHALL FURNISH AND INSTALL ALL LINE VOLTAGE 111=401-011 EQUIPMENT FOR IRRIGATION CONTROLLERS. 34. **** CONTRACTOR SHALL FURNISH DATA CONNECTION FOR IRRIGATION CONTROLLERS. 35. IRRIGATION CONTRACTOR SHALL SCHEDULE AND PROGRAM SHEET NAME CONTROLLER AND VALVES FOR APPROPRIATE LANDSCAPE WATER njjO� I�JVV f1 f1 lR] IJ�J v IJV REQUIREMENTS. IRRIG,�TION 36. IRRIGATION CONTRACTOR SHALL MAKE PROVISION FOR NOT LESS OVERSTORY THESE PLANS HAVE NOT BEEN APPROVED THAN 8 HOURS OF TRAINING OF THE OWNER IN THE PROGRAMMING, OPERATION, ADJUSTMENT AND MAINTENANCE OF THE IRRIGATION SHEET NUMBER AND ARE SUBJECT TO CHANGE. SYSTEMS. 37. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS, SIDEWALKS AND DRIVEWAYS DURING AND UPON COMPLETION OF INSTALLATION. 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JOHNSON GLIA, EPA water9enee Pcrtner CHECKED BY TIM MALOOLY GID, GIG, GLIA EPA WaterSenee Partner I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, CID . �`dgntiu oo •aso°`' p �5Y Jryp. EPA C CC A WaterSense 'L OOg PARTNER OF THE YFAR I I I I I I ISSUED RECORD \ 1 1 1 I I I \ I 1 I I I 1 1 I No. DESCRIPTION DATE \ I 1 1 1 1 1 1 \\ 1 1 I I I I I 1 \ 1 1 1 1 1 1 1 1 I I I I I I I I \\\ I I I I I I I IL A& -UL -UL -UL -UL � � � -1,1114 -11L -11L -11L1& -11114 -11L � 1 I I ISSUE DATE \ I I I I I I I 1 1 1 1 1 1 I \ I I I I I I I I I PROJECT NUMBER V I I I I I I I I I D 16— I 173-02 CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO 6�j(2) BUSINESS DAYS BUT NOT MORE r THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 NOT FOR CONSTRUCTION THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. 0 NORTH 1" = 20' DRAWING SCALE 111=201-011 SHEET NAME RRI&ATION DESIGN 20 40 60 80 feet SHEET NUMBER NO.1 81 IBLV CALL B FORE YOU DIG! MIN ESOTA LAW RE UIRES EXCAVATORS TO NOTIFY • Outdoor Water Use, Reuse, Design, Consulting & Water Management 1 AN Hou [FOR COHOURUCU00H THEREGIONAL NOTI ICATION CENTER AT LEAST TWO — 1 THESE PLANS HAVE N 0 T BEEN APPROVED (2) SINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS 175 James Ave N I Minneapolis, MN 55405 p 763.559.1010 1 f 763.559.7779 11 I AND ARE SUBJECT T � CEA.LLG E . PRIOR �TOOEXCAVATIONN www.watermotion.com \N MOTTO ONE CALLI www.gopherstateonec II.org I -1 66 Al ? COPYRIGI-IT \ v xxxx �� '— _� _ ---_ \ I 0 P /N MOS\ — ED I IN TO WATERCOPYRIGHT MOTION,INC. \ \\ ✓ -- -- / / / I O s ¢" 4� --- ---' - %J '� BER M \\ _ _ / II --- � 3" »-------------- 1 \ ,J► tt4- - - --- z WILLIAM BROS. PIPELINE EAS EMENT I 6. \ 1 z LLI GAS AS GAS 66 65 6"4 ` \ � SAS „ GAS 212» GAS 3» 2— GA- GAS GAS 4»GAS GAS GAS — J- JF— GAS GAS moi} -ems_ GAS GAS \ Lo Z j 11" .�`r :JJ 'v" ,, �" �'� -50_ — cns - 4°fir— \ —ins \ tYa" — 46 — GAS 1 43 1—�aar rr GAS GASA` — GAS GAS -70 tom" 3. ye T� \ \ \ S z LI 1Ya' 1Y4" Z 2 0' S E BACK - _ _ - , < \ _FAC K R>b LUJ _ \ tYa" ----------- \\ A I I I I I I 1 \ I \\ \ I I I I I I I I I \ \\\ \.�5 CURB'1\ TI \\\ �� ---- \ L \\ I DRAWN BY _ c --------- _ i - ----------J ---- - - - -� -------- I A / I I L_ \ d CATY K. JOHNSON ---------- \ ------- 0 \ GLIA, EPA NlaterSor"Partner CHECKED BY \ I -L - ,♦�----_-__ -----__-, z-�-- — _ — — — -_____- � \\ --- - - ISI—I - ----------------- \ _ \\ rn TIM MALOOLY < __—_— \\ \ =r \ \ �� I � \ ♦ ♦ \ I N I I GID, GIG, GLIA EPA WatorSenee Partner c — _ _ _ _ _ _ — — — — � _ _ � — — — — — — — — — \ \ \ \ — — \ \ - \ ` T= _ \� ISI \ \ \ \ < �< \ — —< — � I _ _ I ?—� ��/ `� 1 ^ I I I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS — — I — �< \ \ 38 ` J I PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, — — CD S 1 CD ,,, t l _ —vv I I vvv vvv I vvvv — I vv_, vv v I vv vvv----vvv C D. I I I I I \I \ \ \\ , / I Yg EV \ \ I I Vatepr Sense A �7��l/l c l T M BF x ♦ 2000 0E THE YEAR / `\ ISSUED RECORD / \ IN,t„ \ \ \ I \ \ \ \ I I \ \ \ I I \ I \I ? / ` 1 NO. DESCRIPTION DATE J 1 , Wr /� \ NL— \ r ISSUE DATE \\\ 4-:21-:201-7 V 9 0 11 ,Y4" " 1I2 .\ 1 \\ \� \ 11 / I �\\ I moi/ / I I I PROJECT NUMBER 13 � � / I _ �%\ l I - I tv„ I I- - _— \ I r,>16-11'75-02 1Y4' — ' I ----- tv„ \ 17 ly4,,I I I I I I \ I I ° DRAWING SCALE I \\ I I 19 3 20 "4" 2 I 22 'V" I I 4' I I III =20 I—o 201-0 II \\ 23 21 I 25 26 "'" \ l\ \\ I SHEET NAME A 2 _ I \ \ I \ \ I 28 29 130 4„ \ 1C 1Yi" \ -LINE \. I IRRIGATION DESIGN 0 20 40 60 80 feet SHEET NUMBER NORTH 1" = 20' " u WATERTRONIOS EMERGENCY CONTACT INFORMATION TAG STORMWATER PUMP STATION CONTROL CABINET STORMWATER REUSE SYSTEM DO NOT DRINK SIGNAGE CONVERT TO METALLIC PIPE—\ HDPE PIPE—,\ VANDAL RESISTANT ALARM INDICATOR LIGHT HEATING UNIT POWDER COATED STEEL STORMWATER- PUMP STATION CONTROL CABINET STORMWATER METER— CONCRETE BASE REDUCED PRESSURE ZONE BACKFLOW PREVENTION ASSEMBLY (INCLUDES BALL VALVES). SEE DETAIL 1 (THIS PAGE). COOLING VENT MUNICIPAL WATER METER PUMP STATION CONTROL CENTER PRESSURE GUAGE METALLIC SOLID STEEL FULL PORT BALL VALVE 77L Al STORMWATER PUMP STATION FLOW SENSOR ANCHOR BOLT —\ WINTERIZATION POINT hwx,nwx,nx;omnxxnmu,nxr,<,im,<,nxr,<, nx,uiw,<,nwx,iwwmnxsiitrx,uw;cd III III III III III III III III = I III III � I III III � I I I1 I I1 I I1 I I1 I I1 I I1 III1 I I1 I I1 I I1 I I1 I I1 I I III1 I I, S I I I, � III1 I I1 I I I, IIID III III III��III - I.;IIII�I11 898.0 NORMAL WATER LEVEL WATER LEVEL SENSOR ON STAKE 896.0 NOT LESS THAN 4—FEET MINIMUM DEPTH LOW LEVEL SHUT—OFF EQUIPMENT PROTECTION 892.0 POND BOTTOM SUBMERSIBLE STORMWATER PUMP WITH FILTER ON SLED SCHEMATIC WATER SOURCE DEPICTION NOT TO SCALE CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 NOTE: RAIN BIRD ESP—LXD TWO—WIRE DECODER CONTROLLER WITH LXMM METAL CABINET AND LXMMPED METAL PEDESTAL. CONCRETE PAD: 6—INCH MINIMUM THICKNESS FINISH GRADE 1—INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR POWER SUPPLY, AND POWER MMPF� 1W?t�BGRADE 3—INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR POWER SUPPLY MAXICABLE TWO—WIRE PATH TO DECODERS USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND BEST PRACTICES. C-1 2. ESP—LXD CONTROLLER COMES WITH 50 STATIONS AVAILABLE. TWO ADDITIONAL 75 STATION ESPLXD—SUM75 MODULES MAY BE ADDED TO EXPAND THE CONTROLLER UP TO 200 TOTAL STATIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. RAIN BIRD ESP-LXD CONTROLLER - PEDESTAL D2 MUNICIPAL WATER SOURCE FIELD DECODER: FD 101TURF WIRE FROM FIELD DECODER DBR WATERPROOF CONNECTION LATERAL PIPE 2 -WIRE CABLE Z.`I.`grj=1on,41a SERVO—DRIVEN METALLIC 3—PORT VALVE WITH SOLID STAINLESS STEEL FULL PORT BALL, SYSTEM MONITORING U�4 FLOW SENSOR SUPPORT SUPPORT_j Ww imwn ,nxwGVwn.M,nxw>4LI.k III I III I= a a� 4 4 ,III, ,III,, I I I � � I I I I I � I I �1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 I III1 11 �III,;IIII�IIIII�lllliiilll� IIIIIIIIMIIIIIIII-IIIA 1 111111iii Q I-,TnRMVVATRR — MUNICIPAL PIPE BLOW POINT MUNICIPAL TAP GATE VALVE SOLENOID WIRE 12 -INCH STANDARD VALVE BOX OR GREATER RAIN BIRD PGA CONTROL VALVE MAINLINE CONVERT TO PVC PIPE TO IRRIGATION—// TO NEXT v v v BRICK (1 OF 4) DEVICE 3 -INCH MIN. DEPTH OF 2 -WIRE CABLE 3/4 -INCH WASHED TO NEXT DEVICE GRAVEL NOTE: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BEST PRACTICES. 2. SET VALVE BOXES AT FINAL GRADE OR HIGHER AS LANDSCAPE INDICATES SO THAT THEY ARE VISIBLE BUT NOT A HAZARD. 3. VALVE BOX BOTTOMS ARE TO BE SUPPORTED ON BRICKS OR SUITABLE HARD MATERIAL TO PREVENT BOXES FROM BEING PUSHED BELOW GRADE. 4. INSTALL CONTROLS VALVE IN PROPER IRRIGATION BOXES, AS PER INDUSTRY STANDARDS FOR EASE OF SERVICE AND MANUAL OPERATION. SEE IRRIGATION SPECIFICATION. 5. UTILIZE EXTENSION KITS AS REQUIRED. ADD SIX -INCHES OF 3/4 -INCH CRUSHED GRAVEL SUMP PER BOX. RAIN BIRD PGA SERIES VALVE 1 1/2" 1'-0" VALVE BOX WITH COVER: 10 -INCH ROUND SIZE ORAIN SENSOR: RAIN BIRD RSD-BEx GROUNDING ROD: 10 OHMS OR LEE O FEMALE ADAPTER (SLIP X GREEN/ YELLOW WIRE FRC FIPT) LSP -1 TO GROUNDING RC OGALVANIZED 90 DEGREE EL (1 OF (1 OF 2) 3 -INCH MIN. DEPTH C 3/4 -INCH WASHE O3/4 -INCH GALVANIZED GRAVE PIPE TWO -WIRE CABLE TO NEX O FINISHED GRADE DEVICE (FIELD DECODER SENSOR DECODER, LSP -1 OE MDC OCONCRETE BASE OWIRE TO IRRIGATION COMMUNICATION WIRE TO NEXT DEVICE I CONTROLLER (FIELD DECODER, SENSOR DECODER, LSP -1 OR MDC) FINISH GRADE/TOP OF MULCH METAL STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM MAINLINE PIPE PAINTED STEEL EQUIPMENT CABINET WITH LOCK w,uiv�ix;uimx,iwx, nx,�lv�w;uimx, ux�;ui mu, nxrx,h -11=1 I=1 II II III- III— CONCRETE BASE "'r �" WITH COVER ROUND VALVE BOX 5 -RC )UICK-COUPLING VALVE MINIMUM OF 3/4 -INCH GRAVEL OF 2) NOTE: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BEST PRACTICES. 2. SET VALVE BOXES AT FINAL GRADE OR HIGHER AS LANDSCAPE INDICATES SO THAT THEY ARE VISIBLE BUT NOT A HAZARD. 3. VALVE BOX BOTTOMS ARE TO BE SUPPORTED ON BRICKS OR SUITABLE HARD MATERIAL TO PREVENT BOXES FROM BEING PUSHED BELOW GRADE. 4. INSTALL VALVE IN PROPER IRRIGATION BOX, AS PER INDUSTRY STANDARDS FOR EASE OF SERVICE AND MANUAL OPERATION. SEE IRRIGATION SPECIFICATION. 5. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 6. ADD SIX -INCHES OF 3/4 -INCH CRUSHED GRAVEL SUMP PER BOX. RAIN BIRD 5 -RC QUICK COUPLING VALVE P -DE -ARB -29 1 1/2" = V-0" FINISH GRADE / TOP OF MULCH NOZZLE (SI-- WATERPROOF INECTION (1 OF 2) -1TURF M10009 SURGE PROTECTION E WIRE FROM LSP1 RAIN BIF ;K (1 OF 2) -WIRE CABLE TO NEXT CE (FIELD DECODER, SOP DECODER, LSP -1 OR RSD-BEX RAIN SENSOR - POLE MOUNT 3/4" = 1'-0" PDE -ARB -27 NTS P -DE -ARB -11 NOTE: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BEST PRACTICES. 2. LSP -1 SHOULD BE INSTALLED EVERY 500 -FEET OR FOR EVERY EIGHT DECODERS ON TWO -WIRE PATH. 3. LSP -1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). 4. RAIN BIRD FD -401 AND FD -601 FIELD DECODERS COME WITH LSP -1'S BUILT-IN. FD -101, FD -102 AND FD -202 REQUIRE SEPARATE LSP -1 PROTECTION. RAIN BIRD LSP -1 LINE SURGE PROTECTOR P -DE -ARB -02 w 0 Q m CD 0 J w m N 0 LATERAL PIPE TEE OR ELL NOTE: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BEST PRACTICES. 2. SPRINKLER SHALL OPERATE CLOSE TO DESIGNER SPECIFIED PRESSURE RATING (SEE IRRIGATION SCHEDULE). 3. DO NOT MOUNT SPRINKLER DIRECTLY NEXT TO HARDSCAPES OR FENCES. PLACE 2" — 4" AWAY TO ALLOW FOR MAINTENANCE. 4. SPRINKLER SHALL BE PLACED PERPENDICULAR TO FINISHED GRADE FOR OPTIMUM PERFORMANCE. RAIN BIRD 5000 SERIES ROTOR - 4" POP-UP 1 1/2" = V-0" P DE -ARB -15 w� 3" = 1'-0" 7 H 01V FQ) Lrt LFIA THESE PLANS HAVE NOT BEEN APPROVE® AND ARE SUBJECT TO CHANGE. e / Ou- Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Ave N I Minneapolis, MN 55405 p 763.559.1010 1 f 763.559.7779 www.watermotion.com �N MOT_ �`�' 0 OPYRIGIIT 7 0 COPYRIGHT REGISTERED TO WATER IN MOTION, INC. DRAWN BY GATY < JOHNSON GLIA, EPA Aater5ense Partner CHECKED BY TIM MALOOLY GID, GIG, GLIA EPA AaterSense Partner I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, ea�o�gac°no S CID . �`dgntinn oo •aso°`' p �5Y Jryn. EPA C C'qC A 1NaterSense 'Zoog PARTNER OF THE YEAR ISSUED RECORD NO. DE50RIPTION DATE ISSUE DATE 4-21-201-7 PROJECT NUMBER D16-1175-02 DRAWING SCALE NO Sr ALE SHEET NAME IRRIGATION DETAILS LS SHEET NUMBER IRRIGATION SCHEDULE WATERING SCHEDULE - NON MAINTAINED AREAS Q jca--`�°e SYMBOL DESCRIPTION TURF ROTOR 25`-45` - TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. MATCHED APPLICATION RATES. SPACE NO GREATER THAN 41'. TURF SPRAY IRRIGATION - 4`-15` RADIUS, SQUARE SPACED, HEAD TO HEAD COVERAGE. SPACE NO GREATER THAN 15'. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1804 -NP 10 SERIES MPR 19 30 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH NON POTABLE PURPLE CAP. I&V0 RAIN BIRD 1804 -NP 12 SERIES MPR 9 30 Q T H TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH NON POTABLE PURPLE CAP. 1&0 0 RAIN BIRD 1804 -NP 15 SERIES MPR 27 30 Q T H TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH NON POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 5004 -PC, FC -NP 1 45 1.54 31' 1.5 TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH NON -POTABLE PURPLE COVER. ® RAIN BIRD 5004 -PC, FC -NP 17 45 3.09 36' TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH NON -POTABLE PURPLE COVER. RAIN BIRD 5004 -PC, FC -NP 31 45 6.01 41' TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH NON -POTABLE PURPLE COVER. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ® RAIN BIRD PESB WITH FD101 -TURF 66 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. RAIN BIRD 5 -NP 3 1" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING NON -POTABLE PURPLE RUBBER COVER, AND 1 -PIECE BODY. T 3 -PORT VALVE 1 MV RAIN BIRD 300-BPES GLOBE WITH FD102-TURF 3" 3" 1 3" BRASS MASTER VALVE, WITH GLOBE CONFIGURATION. WITH A PATENTED NYLON SCRUBBER THAT SCRAPES A STAINLESS STEEL SCREEN TO PREVENT DEBRIS BUILD-UP AND CLOGGING. BF ZURN 975 3" 1 REDUCED PRESSURE BACKFLOW PREVENTER. RAIN BIRD ESP-LXD-LXMMPED 1 © FLOW SENSING TWO -WIRE DECODER COMMERCIAL CONTROLLER. 50 STATIONS. UV -RESISTANT, OUTDOOR -RATED, POWDER -COATED METAL PEDESTAL CASE. AVAILABLE IN THE US MARKET, INTERNATIONAL, EUROPEAN, OR AUSTRALIAN MARKETS. RAIN BIRD LSP-1TURF 3 QS LINE SURGE PROTECTION DECODER DIRECTLY TO THE GROUND ROD OR GROUND PLATE RAIN BIRD RSD-BEX 1 <8> RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD LIMRKIT 1 A LANDSCAPE IRRIGATION AND MAINTENANCE REMOTE. MAINTAINS RAIN BIRD SYSTEM OPERATION AND HEAD ALIGNMENT. OPERATES WITH ALL ESP AND STP RAIN BIRD CONTROLLERS. KIT COMES WITH BATTERIES AND A DURABLE PLASTIC CARRYING CASE. RAIN BIRD FS -150-P 1 FS 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM WITH FD102-TURF, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. BOOSTER PUMP 1 WATER METER 2" 1 M❑ BACK-UP MUNICIPAL WATER POC1 POINT OF CONNECTION 2-1/2" 1 Hrl POND 1 STORMWATER IRRIGATION LATERAL LINE: POLYETHYLENE AND PVC CLASS 200 5,353 L.F. POLYETHYLENE SDR -7 UP TO 1-1/4, THEN PVC CLASS 200 SDR 21 FOR 1-1/2" AND LARGER. IRRIGATION MAINLINE: POLYETHYLENE AND PVC CLASS 200 2,383 L. F. PIPE SLEEVE: PVC SCHEDULE 40 57.3 L. F. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. NUMBER MODEL IN. WEEK MIN./WEEKGAL./WEEK GAL. DAY TYPE 1RAIN PRECIP IN. WEEK MIN./WEEK GAL./WEEK GAL. DAY 1 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 0.86 in/h 1.50 105 3,016 1,508 2 RAIN BIRD PESB WITH FD101-TURF 0.79 in/h 1.50 TURF SPRAY 0.83 in/h 1.50 109 3,130 1,565 3 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.79 in/h 1.50 114 6,519 3,259 4 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.75 in/h 1.50 120 5,048 2,524 5 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.49 in/h 1.50 186 8,333 4,166 6 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 224 9,424 4,712 7 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 223 1 1 ,41 1 5,705 8 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 1.51 in/h 1.50 60 1,200 600 TOTALS: 193.4 13RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 1,141 1.60 48,080 24,040 238.6 14RAIN RUNTIME SUMMARY - NON MAINTAINED AREAS (FIRST 24 HOURS) 100 95 90 85 80 75 70 65 60 GPM 55 50 45 40 35 30 25 20 15 Program: OUTLOTS ONLY 10 Total Time: 03:52 HOURS 5 Max Allowed GPM: 95.97 00000000000000000000000000 9-Nn�u70-Nn�u70-Nn�u70-Nn�u70 O O O O O O r r r r r r N N N N N N������',I- 000000 0000000000000 OOOOOO0000000000000000000 Time 100 95 90 85 80 75 70 65 60 GPM 55 50 45 40 35 30 25 20 15 10 5 0 o u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 u7 0 ro�Oro�Oro�Oro�O-ro�O-ro�O-ro�Oro�O- 000Orr-rNNNNr7r7r7r74444u7u7u7u7000O� ��0006 0000000000000000000000000000000000 Time RUNTIME SUMMARY - ALL AREAS (FIRST 24 HOURS) OPERATION AND MAINTENANCE IN -SEASON OPERATION AND MAINTENANCE 1. SITE INSPECTION FREQUENCY GUIDELINE 1.1. NOT LESS THAN MONTHLY AND AFTER LARGE STORM EVENTS. 1.2. UPON ARRIVAL, PERFORM VISUAL SWEEP/TOUR OF THE ENTIRE PROPERTY TO IDENTIFY: 1.2.1. CONTRACTORS WORKING WITHIN IRRIGATED AREAS 1.2.2. ANY LANDSCAPING OR CONSTRUCTION THAT MAY HAVE AFFECTED THE STORMWATER HARVEST/REUSE EQUIPMENT 1.2.3. ANY AREAS THAT MAY REQUIRE IMMEDIATE ATTENTION (I.E. MAINLINE BREAKS, STATIONS NOT OPERATING, ETC) 1.2.4. OWNER -IDENTIFIED ITEMS OF INTEREST 2. INSPECT STORMWATER HARVEST/REUSE POND(S) 2.1. INSPECT STORMWATER INLETS AND OUTLETS 2.1.1. CLEAR AS NECESSARY 2.1.2. RECORD AND REPORT DEGRADATION, TAKE ACTION AS NEEDED 2.2. CHECK FOR SEDIMENT ACCUMULATION 2.2.1. RECORD ACCUMULATION TOTALS AND TRANSFER TO RECORD DOCUMENTS 2.2.2. SEDIMENT IN BASIN SHALL BE REMOVED UPON REACHING ELEVATION *** OR UPON SIGNIFICANT INTERFERENCE WITH SYSTEM OPERATION OR PERFORMANCE REQUIREMENTS 3. PERFORM STORMWATER HARVEST/REUSE PUMP STATION INSPECTION 3.1, ASSURE PUMP STATION ELECTRICAL IS OPERATIONAL 3.2. CHECK AND ASSURE OPERATION OF PUMP LEVEL CONTROLS 3.3. INSPECT FOR EVIDENCE OF CLOGGING, REMEDY AS NEEDED 3.4, RECORD WATER USE TOTALS AND TRANSFER TO RECORD DOCUMENTS 3.5. TEST PUMP STATION OPERATION 3.5,1. ADJUST SETTINGS AS NECESSARY 4. PERFORM REUSE -SYSTEM INSPECTION 4.1. STATION -BY -STATION WALK-THROUGH, CHECK AND RECORD: 4.1,1. PROPER EMISSION DEVICE OPERATION 4.1.2. DAMAGED OR PLUGGED EMISSION DEVICES 4.1.3. MISALIGNED OR PITCHED EMISSION DEVICES 4.1.4. WET AREAS DUE TO LATERAL OR MAINLINE BREAKS 4.1.5. PROBLEMS NOT RELATED TO IRRIGATION BUT POSSIBLY AFFECTING OPERATION 5. PERFORM REPAIRS AS RECORDED FROM WALK-THROUGH 6. ASSESS CONTROLLER PROGRAMS AND CONTROLS OPERATION: 6.1. CHECK, ADJUST AND REPAIR RAIN SENSOR AS NECESSARY 6.2. VERIFY ALL PROGRAMMING FOR PROJECT REQUIREMENTS 6.2.1. START TIMES 6.2.2. RUN TIMES 6.2.3. PROGRAM DAYS 6.2.4. DOCUMENT PROGRAMMING CHANGES, TRANSFER TO RECORD DOCUMENTS 6.3. VERIFY SYSTEM IS SET TO OPERATE 6.4. SECURE ENCLOSURES AND CABINETS TO PREVENT TAMPERING OR DAMAGE FROM WEATHER. 7. DOCUMENT SITE VISIT AND CONTACT *** WITH CONCERNS RELATED TO STORMWATER HARVEST/REUSE SYSTEM. NUMBER MODEL TYPE PRECIP IN. WEEK MIN./WEEKGAL./WEEK GAL. DAY 1RAIN BIRD PESB WITH FD101-TURF TURF SPRAY 0.86 in/h 1.50 105 3,016 1,508 2RAIN BIRD PESB WITH FD101-TURF TURF SPRAY 0.83 in/h 1.50 109 3,130 1,565 3RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.79 in/h 1.50 114 6,519 3,259 4RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.75 in/h 1.50 120 5,048 2,524 5RAIN BIRD PESB WITH FD101-TURF TURF ROTOR 0.49 in/h 1.50 186 8,333 4,166 6RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 224 9,424 4,712 TRAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 223 1 1 ,41 1 5,705 8RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 1.51 in/h 1.50 60 1,200 600 9RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 174.6 1 GRAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 11 RAIN BIRD PESB WITH FD101-TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 12RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 193.4 13RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 238.6 14RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 15RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 157.1 1 6RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 265.6 17RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 18RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 285.9 19RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 295.6 20RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 21 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 194.2 22RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.5 23RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 24RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 195.0 25RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.7 26RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 27RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 249.7 28RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 237.4 29RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 30RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 379.0 32RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 137.6 33RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 34RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 295.2 35RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 36RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 37RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 38RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 39RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 40RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 41 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 248.2 42RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.3 43RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 44RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 45RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 46RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 47RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 48RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 49RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 50RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.2 51 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.3 52RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 53RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 54RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.6 55RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 56RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 232.4 57RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 58RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 59RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 274.3 60RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 355.0 61 RAIN BIRD PESB WITH FD101-TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 62RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 224.5 63RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 214.0 64RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 65RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 251.5 66RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 251.5 TOTALS: 2,937 74,380 37,190 SPRING START-UP 1. COMMUNICATE WITH *** TO LEARN OF ANY CHANGES TO STORMWATER HARVEST/REUSE SYSTEM OPERATION REQUIREMENTS MANDATED BY GOVERNING AUTHORITY 2. PERFORM VISUAL SWEEP/TOUR OF THE ENTIRE PROPERTY TO IDENTIFY: 2.1. CONTRACTORS WORKING WITHIN IRRIGATED AREAS 2.2. ANY LANDSCAPING OR CONSTRUCTION THAT MAY HAVE AFFECTED THE STORMWATER HARVEST/REUSE EQUIPMENT 2.3. ANY AREAS THAT MAY REQUIRE IMMEDIATE ATTENTION (I.E. MAINLINE BREAKS, STATIONS NOT OPERATING, ETC) 2.4. OWNER -IDENTIFIED ITEMS OF INTEREST 3. INSPECT STORMWATER HARVEST/REUSE POND(S) 3.2. INSPECT STORMWATER INLETS AND OUTLETS 3.2.1. CLEAR AS NECESSARY 3.2.2. RECORD AND REPORT DEGRADATION, TAKE ACTION AS NEEDED 3.3. CHECK FOR SEDIMENT ACCUMULATION 3.3.1. RECORD ACCUMULATION TOTALS AND TRANSFER TO RECORD DOCUMENTS 3.3.2. SEDIMENT IN BASIN SHALL BE REMOVED UPON REACHING ELEVATION *** OR UPON SIGNIFICANT INTERFERENCE WITH SYSTEM OPERATION OR PERFORMANCE REQUIREMENTS 4. TRANSPORT PUMP STATION SUBMERSIBLE ASSEMBLY FROM WARM STORAGE, PLACE INTO OUTLOT * STORMWATER POND AND CONNECT TO PUMP STATION CONTROL CENTER 4.1. ASSURE PUMP STATION ELECTRICAL IS OPERATIONAL 4.2. CHECK AND ASSURE OPERATION OF PUMP LEVEL CONTROLS 4.3. RECORD WATER USE TOTALS AND TRANSFER TO RECORD DOCUMENTS 4.4. TEST PUMP STATION OPERATION 4.4.1. ADJUST SETTINGS AS NECESSARY 5. COMPLETE ITEMS 4, 5, 6 & 7 FROM IN -SEASON OPERATION AND MAINTENANCE TASK LIST (ABOVE) AUTUMN SHUT -DOWN 1. PERFORM VISUAL SWEEP/TOUR OF THE ENTIRE PROPERTY TO IDENTIFY: 1.1. CONTRACTORS WORKING WITHIN IRRIGATED AREAS 1.2. ANY LANDSCAPING OR CONSTRUCTION THAT MAY HAVE AFFECTED THE STORMWATER HARVEST/REUSE EQUIPMENT 1.3. ANY AREAS THAT MAY REQUIRE IMMEDIATE ATTENTION (I.E. MAINLINE BREAKS, STATIONS NOT OPERATING, ETC) 1.4. OWNER -IDENTIFIED ITEMS OF INTEREST 2. DISENGAGE PUMP STATION ELECTRICAL 3. RECORD WATER USE TOTALS AND TRANSFER TO RECORD DOCUMENTS 4, WINTERIZE PUMP STATION PER MANUFACTURER'S RECOMMENDATION 5. REMOVE PUMP STATION SUBMERSIBLE ASSEMBLY, SECURE RELATED ELEMENTS AND TRANSPORT PUMP STATION SUBMERSIBLE ASSEMBLY TO WARM STORAGE 6. CONNECT STORMWATER HARVEST/REUSE DISTRIBUTION SYSTEM TO AN INDUSTRIAL AIR COMPRESSOR AND PERFORM SYSTEM WINTERIZATION ACTIVITY PER BEST PRACTICES AND REGIONAL REQUIREMENTS 7. INSPECT STORMWATER HARVEST/REUSE POND(S) 7.1. INSPECT STORMWATER INLETS AND OUTLETS 7.1.1. CLEAR AS NECESSARY 7.1.2. RECORD AND REPORT DEGRADATION, TAKE ACTION AS NEEDED 7.2. CHECK FOR SEDIMENT ACCUMULATION 7.2.1. RECORD ACCUMULATION TOTALS AND TRANSFER TO RECORD DOCUMENTS 7.2.2. SEDIMENT IN BASIN SHALL BE REMOVED UPON REACHING ELEVATION *** OR UPON SIGNIFICANT INTERFERENCE WITH SYSTEM OPERATION OR PERFORMANCE REQUIREMENTS 8. FURNISH YEAR END REPORTING INFORMATION AS REQUIRED BY *** OR AS MANDATED BY GOVERNING AUTHORITY HOU FOR COO a�4aMC�4�0O a THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. 87.3 370.9 370.9 96.7 119.3 370.9 78.5 132.8 370.9 143.0 147.8 370.9 97.1 118.2 370.9 97.5 118.3 370.9 124.8 118.7 370.9 189.5 68.8 428.9 147.6 428.9 428.9 428.9 383.7 383.7 383.7 124.1 143.7 383.7 118.1 143.7 383.7 118.1 143.7 383.7 118.1 143.6 383.7 118.1 143.8 383.7 1 1 6.2 143.7 383.7 137.2 177.5 383.7 112.2 107.0 383.7 125.8 125.8 CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Ave N I Minneapolis, MN 55405 p 763.559.1010 1 f 763.559.7779 www.watermotion.com �N MOT_ 0 COPYR IGHT 7 0 N MOV COPYRIGHT REGISTERED TO WATER IN MOTION, INC. Cz G z L U) V7 z Q � ll) z a Q z U z � L J cl. 0 m Q DRAWN BY O ATY K. JOHNSON GLIA, EPA WaterSonee Partner CHECKED BY TIM MALOOLY GID, GIG, GLIA EPA WaterSor" Partner I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, a��aaacono CID o= zi�9a�ions zszoc�°,al ��..: c\ oo dycaF ���o 'I EPA CIC CLIA, WaterSense 2000 PARTNER U or RT ER ISSUED RECORD NO. DESCRIPTION DATE ISSUE DATE 4-21-2017 PROJECT NUMBER 016-11"75-0:2 DRAWING SCALE NO SCALE SHEET NAME RRI&ATION DETA I LS SHEET NUMBER