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Home My WebLink About013 - L5.0_Irrigation Plan � � uJ N N �,......... .• F •. � I` M •• O M 0,�;°•. Q N N ' �. ; � • �,.� � � � • • � c� IRRI ATI N HED LE WATERIN HED LE BETWEEN 1 AM AND PM :�P ''�� ''�'2= � � G O S C U G S C U ( 0 8 ) : ��A/U. ��-, • v'WILLIAMS�� ' Z SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY GAL./YEAR ;�.�: �7�2�2 =�: . •�p'•.;r�""! : . E�'��l,�; HUNTER ICZ-101-40 1" 1 HUNTER ICZ-101-40 AREA FOR DRIPLINE 0.43 in/h 0.75 106 277 92.2 969.5 •�s' •. ENS..,.••'��. � DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. 2 HUNTER ICZ-101-40 AREA FOR DRIPLINE 0.43 in/h 0.75 106 353 118 1235.5 •�'•cq�'E AR�',�'�• HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PS1. 4 3 HUNTER ICZ-101-40 AREA FOR DRIPLINE 0.42 in/h 1.5 214 74.9 37.5 262.2 '••••"°••••• FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS 4 HUNTER ICZ-101-40 AREA FOR DRIPLINE 0.43 in/h 0.75 106 367 122 1284.5 STEEL SCREEN. TOTALS: 532 1,071 369.6 3751.7 � z z 0 PIPE TRANSITION POINT IN DRIP BOX 6 O ~ � PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP CRITICAL ANALYSIS VALVE SCHEDULE - � TUBING WITH RISER IN 61N. DRIP BOX. � � AREA TO RECEIVE DRIPLINE Generated: 2025-04-24 16:51 NUMBER MODEL SIZE TYPE GPM HEADS PIPE WIRE PSI PRECIP U NETAFIM TLCV-06-18 > � TECHLINE PRESSURE COMPENSATING LANDSCAPE 1,346 LF P.O.C. NUMBER: 01 w w � N 1 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 2.61 390.9 LF 113.5 64.0 33.6 0.43 in/h � � DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18" Water Source Information: 2 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 3.33 499.0 LF 9.8 57.9 34.1 0.43 in/h J J O.C. DRIPLINE LATERALS SPACED AT 18"APART, WITH 3 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 0.35 53.3 LF 279.3 92.2 33.0 0.42 in/h � � EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. FLOW AVAILABLE 4 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 3.46 518.9 LF 168.2 96.4 34.6 0.43 in/h Water Meter Size: 1-1/2" Common Wire 96.0 U U SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Flow Available 46.59 GPM � � HUNTER HQ-44RC 1" PRESSURE AVAILABLE w W Q QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED 1 Static Pressure at POC: 75 PSI W �j B R A S S A N D S T A I N L E S S S T E E L, W I T H 1 1 N. N P T I N L E T, Elevation Change: 5 ft � � � 2-PIECE BODY. Service Line Size: 1 1/2" O O w SHUT OFF VALVE 2 Length of Service Line: 20 ft IRRIGATION WATER RE(�UIREMENT (IWR) IN UNITS OF GALLONS PER YEAR U Pressure Available: 72 PSI U COOL SEASON TURFGRASS 18.4 GALLONS/0 SF/YEAR = 0 GAL BF FEBCO 825Y 1" 1 DROUGHT-ADAPTED WOODY PLANTS AND HERBACEOUS PERENNIALS 5.4 GALLONS/ 1 ,475.2 SF/YEAR = 7,966.1 GAL � � N REDUCED PRESSURE BACKFLOW PREVENTER DESIGN ANALYSIS Z Maximum Station Flow: 3.46 GPM DROUGHT TOLERANT 1 .8 GALLONS/718.1 SF/YEAR = 1 ,292.6 GAL. HUNTER PHC-1200 Flow Available at POC: 46.59 GPM TOTAL 9,258.7 GAL./YEAR 10 0 10 20 HP WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH 1 Residual Flow Available: 43.13 GPM TOUCHSCREEN, 12-STATION FIXED CONTROLLER, 120 VAC, OUTDOOR MODEL. Critical Station: 4 Design Pressure: 30 PSI SCALE: 1" = 10' � � HUNTER WR-CLIK(2) Friction Loss: 0.56 PSI � � � W -R�C IK RAIN SENSOR, INSTALL WITHIN 1000 FT OF CONTROLLER, 1 Fittings Loss: 0.06 PSI � `g � IN LINE OF SIGHT. 22-28 VAC/VDC 100 MA POWER FROM Elevation Loss: 0 PSI � � TIMER TRANSFORMER. MOUNT AS NOTED. � .� ci Loss through Valve: 3.97 PSI Z Pressure Re at Critical Station: 34.6 PSI 3 O HUNTER HFS-200 q� ' � . a 3 c� FS FLOW SENSOR FOR USE WITH ACC CONTROLLER, 21N. � Loss for Fittings: 0.02 PSI - - Z • - - � - - - - - - - �oss for Ma�n ��ne: o.�s Psi � � 4 5 8 10 11 � 1 2 1 1 4 ' � � � :� I � SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. 6 � Loss for POC to Valve Elevation: 0 PSI WATER METER 1-1/2" 1 ai Loss for Backflow: 11.8 PSI o Loss for Water Meter: 0.1 PSI .� � Z IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1/2" 570.9 LF . I � '-"��.� . a Critical Station Pressure at POC. 46.7 PSI , c� - z Pressure Available: 72 PSI . I IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1" 96.0 LF \ i . w w Residual Pressure Available: 25.3 PSI ' � ' • > Z ��♦�!�#� p � � � PIPE SLEEVE: PVC CLASS 200 SDR 21 132.3 LF - - - - - - I - ,� z w - - - - - - - rn w . - - - - - - - - - ��#��. C7 p � 2 •�� • W � U _______ __ / I ZZ J Valve Callout _-----_---- - - # Valve Number � ^ I I^ -- � � w , ' � v #" # Valve Flow I � - I - , � ' , . � '�, � � '%I ; o o � 1 .� I I _ � � -- ' �� m � Valve Size � ' , - - - � - - - - - - - - - - - - - - - -� - - - *- - - - -- 1 1 � -- - - - � ' • • .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - _ . - - ,_ ---.._' __. ,,�- I r. . - - - - l _ � , � I 1 2 ' - . I I � -i, i � , _ . - - �li TR ,� I DRIP CON OL 5 VALVE L6.0 1 I I . ' I' � u / �; I� � . I ,J, REMOTE CONTROL 4 ,', �" I � IRRIGATION VALVE �6.0 � ' ' � � '"' � I,, � I 1 „ � I I R R I G A T I O N N O T E S: i i �2 i ; 4 � _ _ � c� 1 . CONTRACTOR TO VERIFY EXISTING CONDITIONS. ALL EXISTING UTILITIES ARE TO BE LOCATED PER THE CITY OF BOZEMAN WATER CONSERVATION, CITY OF BOZEMAN ��" I ,, � ' - � I Z BEFORE ANY TRENCHING OF ANY KIND BEGINS. L A N D S C A P E A N D I R R I G A T I O N P E R F O R M A N C E A N D D E S I G N S T A N D A R D S I, ,I I ' � i'i �I ' - 2. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION MANUAL, SECTION 3.1 .3 �� J �-, � �, DRIPLINE FLUSH � � ! Q a Z AT CONTRACTOR'S EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S 1 3.4 6 � �' �;; �' - VALVE AT GRADE L6.0 + I ' J Z � O P E R A T I O N S O R N E G L I G E N C E. PRE-INSTALLATION MEETING/SOILS APPROVAL OR CERTIFICATION PRIOR TO I- � I I 'L �� - a J 3. AREAS DISTURBED BY CONTRACTOR'S OPERATIONS AS PER SPECIFICATIONS. A DISTURBED COMMENCING ANY WORK, THE APPLICANT MUST CONTACT THE WATER I �� 2 IRRIGATION - : � , � � � � � AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, CONSERVATION DIVISION TO SCHEDULE A PREINSTALLATION MEETING. THE i� I I'� H P L6.0 CONTROLLER (PRO-HC) � � m Z E A R T H W O R K, M A T E R I A L S T O R A G E, S T A G I N G, P A R K I N G, O R A N Y O T H E R F O R M O F E X C A V A T I O N, P R E-I N S T A L L A T I O N M E E T I N G W I L L A D D R E S S T H E F O L L O W I N G: I I� ; { _ --------� � w O Z COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUND `, COVER OR GRADE. COORDINATE WITH GENERAL CONTRACTOR. 1) THE APPROVED LANDSCAPE AND IRRIGATION PLAN AND REQUIREMENTS � I � � � � - i � � U � O 4. C O O R D I N A T E W O R K T H I S S H E E T W I T H A L L O T H E R T R A D E S. O F T H I S M A N U A L, I � - �: � I - z - 5. INSTALL IRRIGATION SYSTEM AS DETAILED AND PER MANUFACTURER'S SPECIFICATIONS. I I ' I, I I LL Q Q 2) TIMING OF REQUIRED INSPECTIONS INCLUDING THE FINAL INSPECTION �� 6. PROVIDE ALL COMPONENTS REQUIRED TO COMPLETELY WINTERIZE THE IRRIGATION SYSTEM � 0.35 �� ` � - � C� WHETHER OR NOT SPECIFIED HEREIN. TO OBTAIN A CERTIFICATE OF COMPLETION; I 1 �� PROPOSED I I I / O W v 7. INSTALL AN AIR RELIEF VALVE AT MAINLINE HIGH POINTS AND MANUAL DRAINS A LOW 3) SOIL AMENDMENT REQUIREMENTS AND THE PROCESS FOR APPROVAL I I I BUILDING �, N POINTS.INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER, AS NECESSARY. 2 I ' � � OF INSTALLED SOIL INCLUDING THE PARTY RESPONSIBLE FOR SOILS I I FOOTPRINT m �y 8. SLEEVES SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREIN � � `' I w LL ENCLOSED, WITH MINIMUM SIZE TO BE 4". SUPPLY (1) EXTRA SLEEVE WITH EACH MAIN LINE INSPECTION; BF � -� . / I I � SLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING PAVING WHERE REQUIRED. BORE SEPARATELY FOR CONTROL WIRES. 4) DISCUSSION OF THE DAY AND HOURS FOR IRRIGATION SCHEDULING I � - I I I � 9. THE IRRIGATION PLANS ARE DIAGRAMMATIC AND IS INTENDED TO CONVEY THE GENERAL AFTER INSTALLATION; I �, ; ,� . I ' (J� LAYOUT OF IRRIGATION SYSTEM COMPONENTS. ALL IRRIGATION EQUIPMENT SHALL BE TYPICAL NETAFIM TECHLINE 8 I � I - I 5 THE PROCESS RE UIRED FOR MAKING CHANGES TO THE APPROVED � INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. LOCATE MAINLINE AND VALVES NEAR � Q CV REQUIREMENTS L6.0 I � I � . i i I � WALKS WHERE FEASIBLE. LANDSCAPE AND IRRIGATION PLAN; AND I I � 10. CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO S --- -- ---I 1 I �' 6) INSTALLATION OF LANDSCAPING AND IRRIGATION ACCORDING TO THE �C I K ' I i CONSTRUCTION. REPORTANY DISCREPANCIES BETWEEN THE WATER PRESSURE SHOWN ON 2 I �I ::':# I I � THE DRAWING AND THE ACTUAL PRESSURE READING. APPROVED LANDSCAPING AND IRRIGATION PLAN AND REQUIREMENTS OF I � :. `# I I o THIS MANUAL, WHICH IS REQUIRED TO RECEIVE A FINAL CERTIFICATE OF � I - # � 11 . CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND OCCUPANCY OR RELEASING A SECURITY AS PROVIDED BY AN �� I _ � I � �?•��# ' � Q I D E N T I F I C A T I O N. 1 3 33 � IMPROVEMENT'S AGREEMENT. � : � ! � '::•:#,I � 12. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND IF ■ i m ' -� NECESSARY BY HAND. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND I I I I ' I � I : ..:":..I o ' THE PRE-INSTALLATION MEETING MUST INCLUDE ALL CONTRACTORS 1 = o DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO RESPONSIBLE FOR THE INSTALLATION OF THE LANDSCAPE AND IRRIGATION I 4 /2�� I I ` �:: ..:'.I � THE OWNER. SYSTEMS. THIS MAY INCLUDE: THE APPLICANT'S GENERAL CONTRACTOR, THE � ' ':: .:I IMEG Project No: 0 13. WHERE PROVIDED, AREA TAKEOFFS AND IRRIGATION QUANTITY ESTIMATES IN SCHEDULES ARE APE AR H TE T R THER D I N P FE I NAL RE P N IBLE I ` '.� r''� 24OOG34� .O� � FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR COMPLETING THEIR OWN �NDSC C I C O O ES G RO SS O S O S � I 1 , I N FOR THE LANDSCAPE AND IRRIGATION DESIGN, AND ANY CONTRACTOR OR �� / 2 QUANTITY TAKEOFFS FOR ALL MATERIALS AND SIZES SHOWN ON DRAWINGS. DISCREPANCIES FII N 11"1 : ~ SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. SUBCONTRACTOR THAT WILL BE RESPONSIBLE FOR INSTALLING ANY ' e a e O � 24006341.00 IRRIGATION � COMPONENT OF THE LANDSCAPE AND IRRIGATION PLAN. I - � � � 14. CONTRACTOR IS RESPONSIBLE TO RESTORE ALL AREAS OF THE SITE, OR ADJACENT AREAS, �� I � . C C PYRIGHT 2025 o WHERE DISTURBED TO A CONDITION THAT MEETS OR EXCEEDS THE CONDITIONS PRIOR TO THE � Z.�� -- - � AFTER INSTALLATION OR AMENDMENT OF ALL SOILS REQUIRED BY THE � � i ' I ----------- ALL RIGHTS RESERVED � DISTURBANCE. �i APPLICATION APPROVAL OR AFTER THE CITY'S APPROVAL OF A SOILS FI@ICI BOOk NO: NA Q � 15. ALL LINES SHALL SLOPE TO DRAIN ADD MANUAL DRAINS AT ALL MAINLINE LOW POINTS AS REPORT (AND AFTER THE INSTALLATION OF ANY SOIL AMENDMENTS ' - . I I � � N � NECESSARY FOR COMPLETE DRAINAGE OF THE ENTIRE SYSTEM. INDICATE ALL DRAIN BRASS BALL 3 - - - - - - - - - - .' =. -- ___________ I �z LOCATIONS ON 'AS-BUILT' DRAWINGS. REQUIRED BY THE SOILS REPOR�, THE APPLICANT MUST CONTACT THE ISOLATION VALVE L6.o . - - i N c� WATER CONSERVATION DIVISION FOR INSPECTION PRIOR TO THE , Drawn By: LR � w 16. ALL MAINLINES, LATERAL LINES, AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN INSTALLATION OF ANY LANDSCAPING. IN LIEU OF THE CITY INSPECTING AND � "� ;'�'� ' ' , � I �j SEPARATE SLEEVES. APPROVING SOILS, THE APPLICANT MAY HAVE A LANDSCAPE ARCHITECT OR CIl@CI�@CI B�/: EW c� 0 17. ALIGN VALVE BOXES PARALLEL WITH EDGE OF PAVEMENT/PLANTING BEDS, WHERE FEASIBLE, L,qNDSCAPE PROFESSIONAL CERTIFY ON A FORM PROVIDED BY THE CITY � � LOCATE THE EDGE OF VALVE BOX 12"-18" FROM EDGE OF PAVEMENT. THE SOILS HAVE BEEN INSTALLED AS�REQUIRED BY THE LANDSCAPE AND� Date: 04/28/2025 �i� 18. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER LINES AND VALVES FOR OPTIMUM IRRIGATION 1 c� � IRRIGATION PLAN AND THIS MANUAL. THE APPLICANT SHALL NOT INSTALL �6.0 � PERFORMANCE. INSTALL DRIPLINE WITH THE APPROPRIATE LOCATION AND RADIUS FOR THE ANY LANDSCAPING UNTIL THE CITY APPROVES THE SOIL PREPARATION OR TRENCHI G �/ AREA TO BE COVERED. RECEIVES A SIGNED CERTIFICATION. L 5 ■ O �� IRRIGATION PLAN T N ° � L5.� SCALE = 1" =10' o% Sheet 5 of 6 � �