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9.1 WIM CalcsC.S.A.H NO. 18 (LYMAN BLVD.) STOP \ XXXX \ I - XXX X r8 ar r YO \ I i o CE- i 1 _ - - - - BERM BERM IENT-� - z -- z S 5 64 WILLIAM BROS. PIPELINE EASEMENT � GAS / 2 I - f`zi e GAS ( 3 r GAS 4 9�- GASg GAS 54 6,- GAS W m G 'W49 48 47 GAS roks GAS - GA I I I I "`• GAS n,• ' M, r �-s _ r W x I I � . --- - nnr IW - I I ? „r I I M I I I I 3 8 ' 0 I I 9 � \ I I I I I I I I I I 0 ___ I 1 1 I I m L J L ----J I I I I I _J I I o z L -----------I---- r m 38 n -, �----- Tom- ------ ---- \ �`/ o W 1 1- r- - -- D ~ r I I I I I I I \ WPB 15 18 1 111r 2 1 11 1 13 • 1 1 16 r \ I I _ 17 ,w• ,w• 1 19 3 2p ne 21 22 23 w I _ 2 2 25 2g ,w 5 2 8 29 I I I I ► as• _ °'' 'w 30 "r T -LINE 31 I 1 1 r I I I qNO I FF R 4 AL .4 a4 A, Jin A, AL ,� ,� ' 33 34 35 36 37 3 z• V o �k AL AL AL AL AL AL''` POND #1 w -. nrawrinwn-RC)II; n .4 A. �& A. �& A. A, A, A, a, A, A, �& A, AL AL A, AL AL A, �Ik AL A. �& A. OPEN WATER POND A, �Ik A, �Ik A, �Ik A, A A, AL A, AL A, A A, A, AL A SYMBOL DESCRIPTION NON MAINTAINED AREAS - 1.5 -INCHES PER THE FIRST 48 HOURS 0 40 80 120 160 feet BACKYARDS (ROTORS) - 7%=rMM%==M7MM7 0.5 -INCHES PER THE FIRST 48 HOURS NORTH 1 "=40' FRONT & SIDE YARDS (SPRAYS) - 0.5 -INCHES PER THE FIRST 48 HOURS Ii TOTAL WATER DISCHARGED 48,080 GALLONS 6,427 CF 17,806 GALLONS 2,380 CF 8,494 GALLONS 1,135 CF TOTAL 74,380 GALLONS 9,942 CF 11 WATERING S1 I I I I I ,HEDULE CALL BEFORE YOU DIG! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE at I,VL �0 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 Riley ONE CALL www.watermotion.com Purgatory Bluff Creek Watershed District (RPBCWD) stormwater management www.gopherstateonecall.org standards and BMP guidelines. 491-800-252-1166 \N MOTO DESIGN TO HARVEST STORMWATER This design calls for an irrigation distribution pipeline to draw stormwater from a stormwater pond located at the southeast corner of the development. The area of GENERAL NOTES OFYKIGHT the pipeline more completely designed, depicts the first eight stations of � 1. THIS SYSTEM IS DESIGNED TO MEET SPECIFIC DESIGN CRITERIA \ equipment (groups of sprinkler emission devices) to distribute stormwater onto TF PROVIDED BY THE CLIENT AND SHALL BE INSTALLED AS PER 'P �N MO� non -maintained land within the development. The pipeline distribution segment DESIGN AND PROJECT SPECIFICATION. illustrated schematically, represents the approximately 58 remaining stations of 2. BIDDING CONTRACTORS SHALL THOROUGHLY READ AND BECOME equipment that shall distribute stormwater onto maintained landscape area of the FAMILIAR WITH ALL FACETS OF THE PROPOSED STORMWATER COPYRIGHT REGISTERED HARVEST/REUSE SYSTEM, INCLUDING DESIGN, SPECIFICATIONS, To WATER IN MOTION, INC. develo ment Total area to receive w e stormater distribution from both distribution p INSTALLATION DETAILS, AND RELATED SECTIONS. segments of irrigation equipment is approximately 3.04 acres. The total area 3. CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTURE HARDSCAPE proposed to receive stormwater distribution exceeds the minimum area required PRIOR TO CONSTRUCTION. of this development. 4. UNLESS OTHERWISE SPECIFIED, THE PLANS AND SPECIFICATIONS ARE INTENDED TO INCLUDE EVERYTHING OBVIOUSLY REQUISITE AND NECESSARY FOR THE PROPER INSTALLATION AND COMPLETION OF WATER, BACKUP WATER, METERING and PROTECTION THE WORK WHETHER EACH NECESSARY ITEM IS MENTIONED HEREIN All water will be metered. Reduced Pressure Zone backflow prevention assembly OR NOT. 5. THE PLANS AND SPECIFICATIONS ARE INTENDED TO BECOOPERATIVE (RPZ) will be incorporated into the design to protect the public water supply from AND ANY ITEM CALLED FOR IN ONE AND NOT THE cross -contamination. RPZ assemblies are considered the highest OTHER SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. cross -contamination hazard protection by the Minnesota Department of Health DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE z and shall be regularly tested, reported and immediately repaired upon failure of RESIDENT ENGINEER AND/OR IRRIGATION CONSULTANT. testing. 6. VALUE ENGINEERING OF THE STORMWATER HARVEST/REUSE SYSTEM SHALL NOT BE ALLOWED. z 7. SYSTEM IS DESIGNED TO OPERATE AT 90 GPM ® 65 PSI TO ACHIEVING STORMWATER BMP GOALS, SYSTEM DESIGN AND OPERATION COMPLETE THE WATERING SCHEDULE WITHIN 48 -HOURS MAXIMUM. W 8. ALL LANDSCAPE AREAS WITHIN THE LIMITS OF IRRIGATION SHALL BE V7 Current RPBCWD stormwater treatment volume calls for a minimum of the first IRRIGATED INCLUDING THE OCCASIONAL NEED TO INSTALL (n 1.05 of stormwater treatment per qualifying rain event. The minimum treatment ADDITIONAL SPRINKLERS NOT SHOWN ON THE IRRIGATION PLAN. Q Z volume is divided as follows: HEAD-TO-HEAD COVERAGE PER MANUFACTURER RECOMMENDATIONS = iV AND INDUSTRY BEST PRACTICES. ~ • Volume Retained - 0.5 inches from the site impervious area 9. LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO z W • Water Quality Treatment - 0.55 inches from the site impervious area COMMENCING WORK ("CALL BEFORE YOU DIG"). Q Q The irrigation distribution equipment will result in a system that exceeds minimum 10. NEW OR SUBSTANTIALLY CHANGED STATIONS OF IRRIGATION SHALL = Z III required RPBCWD stormwater treatment volumes listed above as well as ability to BE APPROVED IN WRITING BY RESIDENT ENGINEER AND/OR U D_ IRRIGATION CONSULTANT PRIOR TO INSTALLATION. H v execute horticultural BMPs for landscape irrigation - including efficient use of 11. AVOID OVERSPRAY ONTO ROADS AND SIDEWALKS. water resources- upon the area of horticulturally -maintained landscape. Although 12. SPRINKLER ARCS SHALL BE DETERMINED ON SITE BY THE z !P L the intended goal is to harvest and distribute stormwater upon the site, proper and IRRIGATION CONTRACTOR TO PROVIDE THE MAXIMUM COVERAGEJ W efficient use of all water can be accomplished while also accomplishing the goals of POSSIBLE. CAREFULLY ADJUST THE ARC AND RADIUS OF EACH SPRINKLER TO PROVIDE HEAD-TO-HEAD COVERAGE. stormwater distribution during or following a rain event. 13. IRRIGATION CONTRACTOR SHALL FURNISH SLEEVE MATERIAL FOR All components selected for this project will be of high quality, high market INSTALLATION BY OTHERS UNDER ALL ROADWAYS, WALKS AND cl� presence and will be designed and constructed in a workmanlike, maintainable DRIVEWAYS WHERE NECESSARY. 0 14. MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BE INSTALLED fashion. The stormwater pump station will be apre-manufactured unit of WITH A MINIMUM EARTH COVER OF 36 -INCHES FROM BOTTOM OF m integrated, maintainable components and UL -listed as an assembly. Pump station ROAD SUB -GRADE. controls will include external meter -reader, adjustable stormwater-level equipment 15. TOP OF MAINLINES SHALL BE AT LEAST 12-18 OR 18 -24 -INCHES Q to enable pump station engagement when pre-set water levels are met and to BELOW GRADE IN TURF AREAS. interrupt pump station operation and convert to backup municipal water when 16. TOP OF LATERAL LINES SHALL BE AT LEAST 10-12 OR 12 -18 -INCHES BELOW GRADE. stormwater levels are at or below minimum, vandal -resistant alarm light and points 17. IT MAY BECOME NECESSARY TO ADJUST MAINLINE, LATERAL PIPE, of seasonal equipment maintenance. CONTROLS AND SPRINKLER LOCATIONS DUE TO TREES, PLANTINGS, Secondary protected, non -potable water source will flow through a meter and GRADE DIFFERENCES, OR OTHER LANDSCAPE CONDITIONS. 18. PROPERLY THRUST BLOCK ALL FITTINGS 3 -INCH AND LARGER, reduced pressure zone backflow prevention assembly and will include points of 19. DO NOT TRENCH THROUGH THE ROOT BALLS OF NEW PLANTINGS. seasonal equipment maintenance consistent with local practices. A low voltage, 20. PROVIDE A TWO-INCH SPACE (MINIMUM) BETWEEN THE TOP OF three -port valve will distinguish between stormwater harvest and municipal water VALVE AND BOTTOM OF VALVE BOX COVER. PROVIDE BLOCK use based on pond level and pump station controls. SUPPORT OF VALVE BOX IN GROUND AND PLUMB POSITION TO GRADE. WOOD SUPPORTS ARE NOT ACCEPTABLE. RPBCWD stormwater guidelines call for controls to manage pond bounce to not 21. WATER SUPPLY, BACKFLOW PREVENTION ASSEMBLY AND PLUMBING less than four -feet of depth upon completing stormwater distribution following a AS PER LOCAL CODE. storm event. The proposed system controls will accomplish this goal. The 22. FINAL LOCATION OF WATER SOURCE TO BE APPROVED BY stormwater pond normal water level (NWL) is proposed to be 899.5 and not less ENGINEER. DRAWN BY than four -feet of depth at NWL. The 100 -year high water level (HWL) is proposed 23. UTILITY CONTRACTOR IS RESPONSIBLE FOR WATER CONNECTION, 24. IRRIGATION INSTALLER IS RESPONSIBLE FOR FURNISHING AND G,4TY K. JOHNSON to be 903.5. The adjustable level controls will be set to engage stormwater harvest INSTALLING THE BACKFLOW PREVENTION ASSEMBLY. GLIA, EPA YVaterSenes Partner at levels higher than 899.5. 25. IRRIGATION INSTALLER IS RESPONSIBLE FOR FURNISHING AND CHECKED BY INSTALLING THE IRRIGATION PUMP. There will bean irrigation controller to operate distribution equipment. The 26. IRRIGATION CONTROL WIRE SHALL BE #xx GA. ************** TIM MALOOLY controller will be WaterSense° -labelled as promoted by the US Environmental IRRIGATION WIRE, UL LISTED FOR DIRECT BURIAL. GID, GIG, GLIA Protection Agency and will be remote -control upgrade -ready. The controller will be 27. OWNER SHALL SUPPLY 110 VOLT ELECTRICAL POWER FOR EPA Partner programmed to use water efficiently per horticultural BMPs during normal, CONTROLLER OPERATION. I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS non -storm event periods or when the stormwater pond levels are insufficient to 28. CONNECT IRRIGATION ELECTRICAL WIRING IN ACCORDANCE WITH THE PREPARED BY ME OR UNDER MY DIRECT NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC SUPERVISION, enable use of stormwater for horticultural irrigation. UTILITY CODES, INCLUDING: 28.1. ALL ELECTRICAL WIRE SHALL BE INSTALLED WITH THE MAINLINE PIPE WHERE POSSIBLE. SNAKE WIRE SIDE TO SIDE AT BOTTOM EXPLANATION OF CALCULATIONS AND USE AND RUNTIME MODELS OF TRENCH BENEATH MAINLINE. Referring to Sheet IR -2.1, the chart "WATERING SCHEDULE - NON -MAINTAINED 28.2. PROVIDE 24 -INCH LOOP OF CONTROL WIRE AT ALL CHANGES IN AREA" illustrates gallons per minute per station (group) of sprinkler emission DIRECTION. ID C 28.3. PROVIDE 36 -INCH OF SLACK WIRE AT EACH REMOTE CONTROL �-. ,.� e devices and application rates (in inches -per -hour) per station. There are eight VALVE COILED INSIDE VALVE BOX.°"°^°'mom stations of irrigation proposed upon the non -maintained area of the development. 28.4. ALL WIRING BENEATH HARDSCAPES SHALL BE CONTAINED IN �� .,e�`� WaterSense CIC CLIAo Also illustrated is total gallons of water to be distributed upon the non -maintained SLEEVING, SEPARATE FROM PIPING. ELECTRICAL SLEEVES ARE o ; 2008DAnE"EAR "` ` landscape. The totals of the eight stations of irrigation achieve the required TO BE SIZED APPROPRIATELY FOR EASE OF INSTALLATION AND ISSUED RECORD REPAIR. minimum stormwater distribution for the development 28.5. ALL WIRE SPLICES SHALL BE GREASE FILLED WATERTIGHT NO. DESCRIPTION GATE The right-hand chart on Sheet IR -2.1, depicts a Runtime Summary of all stations or CONNECTORS CONTAINED IN VALVE BOX, SET TO GRADE AND irrigation further illustrating that this proposed stormwater management BMP SHALL NOT HAVE LESS THAN 24 -INCH SLACK. exceeds the minimum requirement for the development. 28.6. ALL ELECTRICAL WIRE SHALL BE SLEEVED SEPARATE FROM WATERLINE. Runtime Summaries include operation based on a scheduling method called 28.7. EACH VALVE MANIFOLD SHALL HAVE A SEPARATE SPARE "syringe cycling" or "cycle and soak". This approach is programming -based and CONTROL WIRE THAT RUNS FROM EACH VALVE BACK TO THE adjustable. The intent is to enable applications of water at a rate and duration to CONTROLLER (WITH MINIMAL WIRE SPLICES). ISSUE DATE maximize the ability of the soil to absorb the water applied. From a stormwater 29• WIRED RAIN SENSOR SHALL BE INSTALLED, ONE PER CONTROLLER, IRRIGATION CONTRACTOR SHALL ASSURE RAIN SENSOR INSTALLATION 5-15-20117 perspective, syringe -cycle scheduling maximizes acceptance of stormwater onto OCCURS IN A CLEAR LOCATION, WHERE RAIN FALL HITS THE DEVICE and into the soil. From a horticultural perspective, syringe -cycle scheduling FROM ALL SIDES & IS NOT BLOCKED BY BUILDINGS, LANDSCAPE promotes stronger and more vigorous plant material. The graphs beneath each STRUCTURES OR PLANTS. PROJECT NUMBER runtime summary illustrates the time required to apply water given a 30. **** CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL 016-11,75-02base-cycle-and-soak EQUIPMENT FOR PUMPS. application approach. 31. **** CONTRACTOR SHALL FURNISH AND INSTALL ALL LINE VOLTAGE EQUIPMENT FOR IRRIGATION CONTROLLERS. DRAWING SCALE 32. **** CONTRACTOR SHALL FURNISH DATA CONNECTION FOR IRRIGATION CONTROLLERS. 111=401-0ee 33. IRRIGATION CONTRACTOR SHALL SCHEDULE AND PROGRAM CONTROLLER AND VALVES FOR APPROPRIATE LANDSCAPE WATER REQUIREMENTS. SHEET NAME 34. IRRIGATION CONTRACTOR SHALL MAKE PROVISION FOR NOT LESS THAN 8 HOURS OF TRAINING OF THE OWNER IN THE PROGRAMMING, �jO� �O� 09023VIMUC700H R OPERATION, ADJUSTMENT AND MAINTENANCE OF THE IRRIGATIONIH IRRIGATION SYSTEMS. OVERSTORY THESE PLANS HAVE NOT BEEN APPROVED 35. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS, SHEET NUMBER SIDEWALKS AND DRIVEWAYS DURING AND UPON COMPLETION OF AND ARE SUBJECT TO CHANGE. INSTALLATION. ate♦ Ilft �00oti�ow Outdoor Water Use, Reuse, Design, Consulting & Water Management 1 _ I 175 James Ave N I Minneapolis, MN 55405 1 p 763.559.1010 1 f 763.559.7779 9 0 Ya 1K" 1„ 11 www.watermotion.com 12 13 I 1V" 4, � 6. I 6. ," 1 1„ 1Y„ O � MOTs O� 16 _ I 1Ya" I ,v" 17 iyv 1Y" I I I OPYRIGIIT ° �. 19 3 20 ,v4' 2 I I � 1Yz„ 22 23 ,v<' /11 2 2521h" 2 26 s. 28 29 1Y„ 1 I I I N MOS 1>�„ _ _ _ _30 ITA -LINE _ COPYKIGff REGISTERED 31 TO WATER IN MOTION, INC. YI I I 32 10I All/ -ILLL -ILLL AIL AIL AIL I& v� T � I O I Ci F I w R 4 I v7 II I I � I .n I V �I►ItAIL .11L2„ 33 '4 35 30 37 3 i= N I 11.1 I z z» My ® = O 0. 0a AU POND R —.—. I — ,» I z o Drawdown -896.0 4,e J NWL 899.5 0-00 (7 HWL 903P� O I o0 AIL AIL AIL AIL AIL AIL AIL AIL I I � I I I I I I ,lh" I I I I I I I I �Illt �Illt �Illt �Illt �Illt SIL UL UL AIL AIL AIL 11L 11L I 1Ya" � I I I I I I I .Ills 11L 11L 11L 11L 11L 11L AU ILL ILL I& I& �Illt �Illt �lllt DRAWN BY C ATY K. JOHN50N GLIA, EPA WaterSor" Partner —i CHECKED BY UL - UL UL UL UL UL UL UL UL AIL Ail. �'''� - I TIM MALOOL1' 6 GID, GIG, GLIA EPA W011;er5onss Partner I DECLARE THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, MIL MIL MIL MIL MIL ML ML ML ML ML ML ML ML 11L ILL ILL 6. CD o `a,;9alion o'a dyaPe lhigeQe EPA , ;CLIA 1NaterSense CIC NER 2008 PART OF THE YEAR ISSUED RECORD NO. DESMPTION DATE AL UL UL UL UL AIL AIL AIL ALIL AIL 11L AIL AIL AIL ISSUE DATE 5-15-2017 PROJECT NUMBER D 16-11 *75-02 DRAWING SCALE CALL BEFORE YOU DIG! 111=20'-0" MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MOREUVO� �O� c@H9cT1MU@V0(9H SHEET NAME HTHAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION THESE PLANS HAVE NOT BEEN APPROVED IRfiZIGTION GOPHER STATE AND ARE SUBJECT TO CHANGE. DESIGN ONE CALL 0 20 40 60 80 feet www.gopherstateonecall.org SHEET NUMBER 1-800-252-1166 NORTH 1" = 20' I . - - 6 �T — V NO. 18 LYM AN BLVD CALL B FORE YOU DIG! MIN ESOTA LAW RE UIRES EXCAVATORS TO NOTIFY HOCT FOR 05HOCTRUCU00H THEREGIONAL NOTI ICATION CENTER AT LEAST TWO Outdoor Water Use, Reuse, Design, Consulting & Water Management — ■ THESE PLANS HAVE N 0 T BEEN APPROVED (2) EtJSINESS 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 AND ARE SUBJECT T CEA.LLG E . PRIOR TO EXCAVATION www.watermotion.com �- —GO-P"E"TNTE \N MOT/O _ I _ ONE CALL www.gopherstateonec II.org I -1 66 �� ? I OPYRIGIIT 7 � / xxxx //V MOS \ COPYRIGHT REGISTERED I \ I TO WATER IN MOTION, INC. 4-j--- / ---/ 'BERM % BERM , / - -- --- 3„ I / / � 1" ,Ya��» 11/2" 1112 ---�+►— 6. 6 � � I z 2„ .--- C6.1: 1 WILLIAM BROS. PIPELINE EASEMENT z LLI GAS qg Gqc I ' I 1.5 66 65 6�4" GAS—T7—GAS � 3. 2 » GAS 2 — GAS - 3„ 1„ 3» GAS GAS 4» 58 —GAS---57--5j5--G,—---5-5—GASV ,Y<' �— GAS �i}-_ GAS GAS .�`r :JJ ,v» J�- GAS — — , ^ 1 z I f I � I 1Ya" 1Ya" 1Ya" — _ ,Ya — � 4� 1r— 2" _ 1Y„ 3. 46 — ins — As GAS GAS GAS 4J GAS GAS- p 1" �— S .n V' z LU Q — I1w,1144" 1 I z O 1„ U Y„ 1Ya" 1144" 0 I I a J 1K ,Ya» 1Ya" I I I I I I I I I I I i I I I „4" I I j i I I 1Ya" I I I I I I I I LL I 1 \ \ I I I I I I I I I I I I I I TI I..I..I �» I i I I ♦ - -- ---- _ ------------1 I I -� r DRAWN BY I i�l� I �_- -------- ---� �� \ I 0 CATY K. JOHNSON ` Irtnw \ � CHECKED BY - - _ _ _ TIM MALOOLY C40, CIC,, CLIA ttor'Senee Partner I DECLARE THAT THIS PLAN, -------- � 38 CD SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, I---T —,----------� _ --___� --------- ----- ♦ ♦ O I r—— — — — — — — ——— — — — — — I — I f r I I I I I I I I I I �CID. 1 EPA PARTNER m IA 2SneCIC CL I I I I I I I I I I '•.. „ I I I I I I w Q z ISSUED RECORD I I I ` \N- N4 NO. DESCRIPTION DATE I � �D I 4 I � I I I I I I � � I I \ ♦ '/ \ ♦♦ ` I I I ,Ya” I I I I I I I I 1' r 1144"i 13 ISSUE DATE 1 g 0 11'" 11 _12 13 I \ \ I I P'ROJEC'T NUMBER 6. 6. 1Ya" 11'" 1„ I r1>16-11-75-02 14 ,1144l'1144l'1 _ 1 16 6. 1144" 17 1144" — — 114„ ° I DRAWING SCALE 1 19 3 20 '" 2 11/4"22 23 ��" I I I I'I=20i—Ou 2 _ 25 ,Y" _ 26 I I I PP 5 6 2142" 6 ,>4 2 28 29 ,Y<' 30 I i a„ I I 1144"„ M I TA-LINE I SHEET NAME 1p�» I 1A IRRIGATION ' DESIGN 0 20 40 60 80 feet SHEET NUMBER 7%=rMM%==M7M7 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 - 899.5 NORMAL WATER LEVEL WATER LEVEL SENSOR ON STAKE 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 - 895.5 NOT LESS THAN 4 -FEET MINIMUM DEPTH - LOW LEVEL SHUT-OFF EQUIPMENT PROTECTION 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 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 SERVO -DRIVEN METALLIC 3 -PORT VALVE WITH SOLID STAINLESS STEEL FULL PORT BALL, SYSTEM MONITORING n FLOW SENSOR 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 5-15-201-7 PROJECT NUMBER D16-1175-02 DRAWING SCALE NO Sr ALE SHEET NAME IRRIGATION DETAILS LS SHEET NUMBER IRRIGATION SCHEDULE 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 &&4&(e RAIN BIRD 1804 -NP 10 SERIES MPR 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. RAIN BIRD 1804 -NP 12 SERIES MPR Q T H TO F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH NON POTABLE PURPLE CAP. RAIN BIRD 1804 -NP 15 SERIES MPR o T H TO 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 1.5 RAIN BIRD 5004 -PC, FC -NP IN. WEEK MIN./WEEK GAL./WEEK GAL. DAY TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. MODEL ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE 1 NOZZLE. WITH NON -POTABLE PURPLE COVER. BIRD RAIN BIRD 5004 -PC, FC -NP WITH TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. -TURF ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE 2 NOZZLE. WITH NON -POTABLE PURPLE COVER. BIRD RAIN BIRD 5004 -PC, FC -NP WITH TURF ROTOR, 4.0" POP-UP, PLASTIC RISER. -TURF ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE 3 NOZZLE. WITH NON -POTABLE PURPLE COVER. SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® RAIN BIRD PESB WITH FD101 -TURF -TURF 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW 4 FLOW OPERATING CAPABILITY, GLOBE BIRD CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR WITH RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION -TURF APPLICATIONS. 5 RAIN BIRD 5 -NP Q 1" BRASS QUICK -COUPLING VALVE, WITH WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, -TURF LOCKING NON -POTABLE PURPLE RUBBER COVER, 6 AND 1 -PIECE BODY. 3 T3 -PORT VALVE MV RAIN BIRD 300-BPES GLOBE WITH FD102-TURF 3" 3" 3" BRASS MASTER VALVE, WITH GLOBE -TURF CONFIGURATION. WITH A PATENTED NYLON 7 SCRUBBER THAT SCRAPES A STAINLESS STEEL BIRD SCREEN TO PREVENT DEBRIS BUILD-UP AND WITH CLOGGING. BF ZURN 975 3" REDUCED PRESSURE BACKFLOW PREVENTER. 8 RAIN BIRD RAIN BIRD ESP-LXD-LXMMPED WITH © -TURF FLOW SENSING TWO -WIRE DECODER COMMERCIAL 9 CONTROLLER. 50 STATIONS. UV -RESISTANT, BIRD OUTDOOR -RATED, POWDER -COATED METAL WITH PEDESTAL CASE. AVAILABLE IN THE US MARKET, -TURF INTERNATIONAL, EUROPEAN, OR AUSTRALIAN 10 MARKETS. BIRD RAIN BIRD LSP-1TURF 0 LINE SURGE PROTECTION DECODER DIRECTLY TO -TURF THE GROUND ROD OR GROUND PLATE 11 RAIN BIRD RSD-BEX O RAIN SENSOR, WITH METAL LATCHING BRACKET, WITH EXTENSION WIRE. QR RAIN BIRD LIMRKIT LANDSCAPE IRRIGATION AND MAINTENANCE REMOTE. 12 MAINTAINS RAIN BIRD SYSTEM OPERATION AND BIRD HEAD ALIGNMENT. OPERATES WITH ALL ESP AND WITH STP RAIN BIRD CONTROLLERS. KIT COMES WITH -TURF BATTERIES AND A DURABLE PLASTIC CARRYING 13 CASE. BIRD RAIN BIRD FS -150-P FS 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD -TURF MAXICOM WITH FD102-TURF, SITECONTROL, AND 14 ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC BIRD (PVC) MODEL. SUGGESTED OPERATING RANGE OF WITH 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE -TURF SIZED FOR FLOW RATHER THAN PIPE SIZE. 15 BOOSTER PUMP © PESB WITH WATER METER 2" �j .•��. BACK-UP MUNICIPAL WATER 16 POINT OF CONNECTION 2-1/2" PFO�C1 POND 1 STORMWATER WITH FD101 -TURF IRRIGATION LATERAL LINE: POLYETHYLENE AND PVC CLASS 200 17 POLYETHYLENE SDR -7 UP TO 1-1/4, THEN PVC BIRD CLASS 200 SDR 21 FOR 1-1/2" AND LARGER. WITH IRRIGATION MAINLINE: POLYETHYLENE AND PVC CLASS 200 -TURF PIPE SLEEVE: PVC SCHEDULE 40 18 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE BIRD SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING WITH AND THEIR RELATED COUPLINGS TO EASILY SLIDE -TURF THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 19 18 INCHES BEYOND EDGES OF PAVING OR BIRD CONSTRUCTION. QTY 19 0 27 QTY 1 17 31 N. V 3 WATERING SCHEDULE - NON MAINTAINED AREA WATERING SCHEDULE - ALL STATIONS TYPE NUMBER MODEL PRECIP IN. WEEK MIN./WEEK GAL./WEEK GAL. DAY NUMBER MODEL PROPERTY TO IDENTIFY: 1 RAIN BIRD PESB WITH FD101 -TURF IN. WEEK 2 RAIN BIRD PESB WITH FD101 -TURF in/h 3 RAIN BIRD PESB WITH FD101 -TURF -TURF 4 RAIN BIRD PESB WITH FD101 -TURF 3,016 5 RAIN BIRD PESB WITH FD101 -TURF 2 6 RAIN BIRD PESB WITH FD101 -TURF SPRAY 7 RAIN BIRD PESB WITH FD101 -TURF TURF 8 RAIN BIRD PESB WITH FD101 -TURF PSI 9 RAIN BIRD PESB WITH FD101 -TURF 0.79 10 RAIN BIRD PESB WITH FD101 -TURF 30 11 RAIN BIRD PESB WITH FD101 -TURF WITH 12 RAIN BIRD PESB WITH FD101 -TURF 1.50 13 RAIN BIRD PESB WITH FD101 -TURF in/h 14 RAIN BIRD PESB WITH FD101 -TURF 15 RAIN BIRD PESB WITH FD101 -TURF 8,333 16 RAIN BIRD PESB WITH FD101 -TURF 30 17 RAIN BIRD PESB WITH FD101 -TURF ROTOR 18 RAIN BIRD PESB WITH FD101 -TURF TURF 19 RAIN BIRD PESB WITH FD101 -TURF BIRD 20 RAIN BIRD PESB WITH FD101 -TURF 0.40 21 RAIN BIRD PESB WITH FD101 -TURF 30 22 RAIN BIRD PESB WITH FD101 -TURF WITH 23 RAIN BIRD PESB WITH FD101 -TURF 1.50 24 RAIN BIRD PESB WITH FD101 -TURF in/h 25 RAIN BIRD PESB WITH FD101 -TURF -TURF 26 RAIN BIRD PESB WITH FD101 -TURF 174.6 27 RAIN BIRD PESB WITH FD101 -TURF 10 28 RAIN BIRD PESB WITH FD101 -TURF PSI GPM 29 RAIN BIRD PESB WITH FD101 -TURF TURF 30 RAIN BIRD PESB WITH FD101 -TURF 45 1.54 32 RAIN BIRD PESB WITH FD101 -TURF 0.60 33 RAIN BIRD PESB WITH FD101 -TURF IRRIGATION 34 RAIN BIRD PESB WITH FD101 -TURF WITH 35 RAIN BIRD PESB WITH FD101 -TURF 45 3.09 36 RAIN BIRD PESB WITH FD101 -TURF in/h 37 RAIN BIRD PESB WITH FD101 -TURF -TURF 38 RAIN BIRD PESB WITH FD101 -TURF 238.6 39 RAIN BIRD PESB WITH FD101 -TURF 14 40 RAIN BIRD PESB WITH FD101 -TURF 45 6.01 41 RAIN BIRD PESB WITH FD101 -TURF TURF 42 RAIN BIRD PESB WITH FD101 -TURF BIRD 43 RAIN BIRD PESB WITH FD101 -TURF 1.60 44 RAIN BIRD PESB WITH FD101 -TURF IRRIGATION 45 RAIN BIRD PESB WITH FD101 -TURF WITH 46 RAIN BIRD PESB WITH FD101 -TURF 0.50 47 RAIN BIRD PESB WITH FD101 -TURF in/h 48 RAIN BIRD PESB WITH FD101 -TURF -TURF 49 RAIN BIRD PESB WITH FD101 -TURF 741.8 50 RAIN BIRD PESB WITH FD101 -TURF 18 51 RAIN BIRD PESB WITH FD101 -TURF SPRAY 52 RAIN BIRD PESB WITH FD101 -TURF TURF 53 RAIN BIRD PESB WITH FD101 -TURF BIRD 54 RAIN BIRD PESB WITH FD101 -TURF 1.60 55 RAIN BIRD PESB WITH FD101 -TURF 25-45` 56 RAIN BIRD PESB WITH FD101 -TURF WITH 57 RAIN BIRD PESB WITH FD101 -TURF 0.50 58 RAIN BIRD PESB WITH FD101 -TURF in/h 59 RAIN BIRD PESB WITH FD101 -TURF -TURF 60 RAIN BIRD PESB WITH FD101 -TURF 194.2 61 RAIN BIRD PESB WITH FD101 -TURF 22 62 RAIN BIRD PESB WITH FD101 -TURF SPRAY 63 RAIN BIRD PESB WITH FD101 -TURF TURF 64 RAIN BIRD PESB WITH FD101 -TURF BIRD 65 RAIN BIRD PESB WITH FD101 -TURF 0.60 66 RAIN BIRD PESB WITH FD101 -TURF WATERING SCHEDULE - ALL STATIONS TYPE IN -SEASON OPERATION AND MAINTENANCE 1. SITE INSPECTION FREQUENCY GUIDELINE PRECIP IN. WEEK MIN./WEEK GAL./WEEK GAL. DAY NUMBER MODEL PROPERTY TO IDENTIFY: 1.2.1. CONTRACTORS WORKING WITHIN IRRIGATED AREAS TYPE AFFECTED THE STORMWATER HARVEST/REUSE EQUIPMENT PRECIP IN. WEEK MIN./WEEK GAL./WEEK GAL. DAY TURF SPRAY 2. INSPECT STORMWATER HARVEST/REUSE POND(S) 0.86 in/h 1.50 105 3,016 1,508 1 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 0.86 in/h 1.50 105 3,016 1,508 TURF SPRAY 3. PERFORM STORMWATER HARVEST/REUSE PUMP STATION INSPECTION 0.83 in/h 1.50 109 3,130 1,565 2 RAIN BIRD PESB WITH FD101-TURF DOCUMENTS TURF SPRAY 0.83 in/h 1.50 109 3,130 1,565 TURF ROTOR 4.1.2. DAMAGED OR PLUGGED EMISSION DEVICES 0.79 in/h 1.50 114 6,519 3,259 3 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 5,353 L.F. 0.79 in/h 1.50 114 6,519 3,259 TURF ROTOR 6.2.3. PROGRAM DAYS 0.75 in/h 1.50 120 5,048 2,524 4 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.75 in/h 1.50 120 5,048 2,524 TURF ROTOR 0.49 in/h 1.50 186 8,333 4,166 5 RAIN BIRD PESB WITH FD101-TURF TURF ROTOR 0.49 in/h 1.50 186 8,333 4,166 TURF ROTOR 0.40 in/h 1.50 224 9,424 4,712 6 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 224 9,424 4,712 TURF ROTOR 0.40 in/h 1.50 223 1 1 ,41 1 5,705 7 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 0.40 in/h 1.50 223 1 1 ,41 1 5,705 TURF SPRAY 1.51 in/h 1.50 60 1,200 600 8 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY 1.51 in/h 1.50 60 1,200 600 TURF SPRAY IRRIGATION 1.60 in/h 9 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 174.6 87.3 TURF ROTOR 25`-45` 0.60 in/h 10 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF ROTOR 25`-45` 0.60 in/h 11 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 12 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 193.4 96.7 TURF SPRAY IRRIGATION 1.60 in/h 13 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 238.6 119.3 TURF ROTOR 25`-45` 0.60 in/h 14 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 15 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 157.1 78.5 TURF SPRAY IRRIGATION 1.60 in/h 16 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 265.6 132.8 TURF ROTOR 25`-45` 0.60 in/h 17 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 18 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 285.9 143.0 TURF SPRAY IRRIGATION 1.60 in/h 19 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 295.6 147.8 TURF ROTOR 25-45` 0.60 in/h 20 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 21 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 194.2 97.1 TURF SPRAY IRRIGATION 1.60 in/h 22 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.5 118.2 TURF ROTOR 25`-45` 0.60 in/h 23 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 24 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 195.0 97.5 TURF SPRAY IRRIGATION 1.60 in/h 25 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.7 118.3 TURF ROTOR 25`-45` 0.60 in/h 26 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 27 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 249.7 124.8 TURF SPRAY IRRIGATION 1.60 in/h 28 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 237.4 118.7 TURF ROTOR 25`-45` 0.60 in/h 29 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 741.8 370.9 TURF SPRAY IRRIGATION 1.60 in/h 30 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 379.0 189.5 TURF SPRAY IRRIGATION 1.60 in/h 32 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 137.6 68.8 TURF ROTOR 25`-45` 0.60 in/h 33 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 428.9 TURF SPRAY IRRIGATION 1.60 in/h 34 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 295.2 147.6 TURF ROTOR 25`-45` 0.60 in/h 35 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 428.9 TURF ROTOR 25`-45` 0.60 in/h 36 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 428.9 TURF ROTOR 25`-45` 0.60 in/h 37 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 857.7 428.9 TURF ROTOR 25`-45` 0.60 in/h 38 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF ROTOR 25`-45` 0.60 in/h 39 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF ROTOR 25`-45` 0.60 in/h 40 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 41 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 248.2 124.1 TURF SPRAY IRRIGATION 1.60 in/h 42 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.3 143.7 TURF ROTOR 25`-45` 0.60 in/h 43 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 44 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 118.1 TURF SPRAY IRRIGATION 1.60 in/h 45 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 143.7 TURF ROTOR 25`-45` 0.60 in/h 46 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 47 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 118.1 TURF SPRAY IRRIGATION 1.60 in/h 48 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 143.7 TURF ROTOR 25`-45` 0.60 in/h 49 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 50 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.2 118.1 TURF SPRAY IRRIGATION 1.60 in/h 51 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.3 143.6 TURF ROTOR 25`-45` 0.60 in/h 52 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 53 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 236.3 118.1 TURF SPRAY IRRIGATION 1.60 in/h 54 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.6 143.8 TURF ROTOR 25`-45` 0.60 in/h 55 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 56 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 232.4 1 1 6.2 TURF SPRAY IRRIGATION 1.60 in/h 57 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 287.4 143.7 TURF ROTOR 25`-45` 0.60 in/h 58 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 59 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 274.3 137.2 TURF SPRAY IRRIGATION 1.60 in/h 60 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 355.0 177.5 TURF ROTOR 25`-45` 0.60 in/h 61 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 62 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 224.5 112.2 TURF SPRAY IRRIGATION 1.60 in/h 63 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 214.0 107.0 TURF ROTOR 25`-45` 0.60 in/h 64 RAIN BIRD PESB WITH FD101 -TURF TURF ROTOR 25`-45` 0.60 in/h 0.50 50 767.4 383.7 TURF SPRAY IRRIGATION 1.60 in/h 65 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 251.5 125.8 TURF SPRAY IRRIGATION 1.60 in/h 66 RAIN BIRD PESB WITH FD101 -TURF TURF SPRAY IRRIGATION 1.60 in/h 0.50 19 251.5 125.8 TOTALS: 1,141 48,080 24,040 TOTALS: 2,937 74,380 37,190 OPERATION AND MAINTENANCE 1 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 3 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) 1 2.1. INSPECT STORMWATER INLETS AND OUTLETS 2.1.1. CLEAR AS NECESSARY 2.1.2. RECORD AND REPORT DEGRADATION, TAKE ACTION AS NEEDED 1 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 1 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: 1 4.1,1. PROPER EMISSION DEVICE OPERATION 4.1.2. DAMAGED OR PLUGGED EMISSION DEVICES 1 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 1 AFFECTING OPERATION 5. PERFORM REPAIRS AS RECORDED FROM WALK-THROUGH 6. ASSESS CONTROLLER PROGRAMS AND CONTROLS OPERATION: 5,353 L.F. 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 2,383 L.F. 6.2.3. PROGRAM DAYS 6.2.4. DOCUMENT PROGRAMMING CHANGES, TRANSFER TO RECORD 57.3 L.F. 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. 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. 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 4 i Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Ave N I Minneapolis, MN 55405 p 763.559.1010 I f 763.559.7779 www.watermotion.com �N MOT_ X,� 0 OPYKIGHT 7 0 N MOV COPYRIGHT REGISTERED TO WATER IN MOTION, INC. z z L U) V7 z Q IV ll) z a Q z U z � L _j (D w 0 m Q DRAWN BY O ATY K. JOHNSON GLIA, EPA WaterSsn" Partner 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, a��aaacono CID '= c\ oo dycaF ���o EPA CIC CLIA, WaterSenseER 2000 PARTN U or RT vena ISSUED RECORD NO. DESCRIPTION DATE ISSUE DATE 5-15-2017 PROJECT NUMBER 016-11"75-0:2 DRAWING SCALE NO SCALE SHEET NAME RRI&ATION DETA I LS SHEET NUMBER