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HomeMy WebLinkAboutPROSPECT SPORTS CLUB - FDP240002 - SUBMITTAL DOCUMENTS - ROUND 1 - Irrigation PlansR R RR R R R R R R R R R R R R R R RR R R RR R R RRRRR APPROXIMATE EXISTING ZONE 8 COVERAGE AREA APPROXIMATE EXISTING ZONE 9 COVERAGE AREA APPROXIMATE EXISTING ZONE 7 COVERAGE AREA PROSPECT ROAD SH A R P P O I N T D R I V E ADVANCED ENERGY APPROXIMATE EXISTING ZONE 15 COVERAGE AREA APPROXIMATE EXISTING ZONE 14 COVERAGE AREA S S SS S S S S S S S S APPROXIMATE EXISTING ZONE 12 COVERAGE AREA R R R R R R R R R R R R R PROPERTY LINE, TYPICAL A A A B C D E F G H I J J J J J IR1.0 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 EX I S T I N G IR R I G A T I O N RE N O V A T I O N 0'30'15'60'90' 1"=30' DEMOLITION FLAG NOTES A B C D E F G H I J DEMOLITION LEGEND R S IR2.0 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 LEGEND A-15 1" 12 T M F Q A B NOZZLE NUMBER ARC - QUARTER (Q), HALF (H), FULL (F)30 H .25 IR R I G A T I O N C O V E R SH E E T GENERAL NOTES GENERAL DESCRIPTION FLAG NOTES 1 2 3 4 C A A C A C A B C A B C 32,172)C211(C7,21 6,=(,1C+ )/2: 0A; *30 35(6685(5(48,5('36, 6285C(,1C+,55,*A7,210(7(5 5()(572C,9,/3/A16 ,55,*A7,21C21752//(5 3('(67A/02817(' 5(48,5(69AC32:(5 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5"1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" W M F B A A-2 1" 2 P 30 + 25 + 30 + 25 + 25 + 25 + 25 + 35 435 +35 + 25 + 25 + 25 + 25 + A-20 1" 1 P A-1 1" 1 P 35 4 35 4 35 + 35 4 A-9 1" 1 P 25 4 25 + 25 + 25 4 A-8 1" 1 P A-6 1" 1 P 35 ) .25 .25 .25 .25 .25 # # # # 35 4 35 + 35 + 30 + 30 + 30 + 30 + 25 + 25 +25 + 25 + 25 4 25 4 # A-11 1" 6 T A-10 1" 10 T A-12 1" 0.75 TR A-13 1" 8 T A-15 1" 7 T A-14 1" 7 T 30 ) 35 + 35 + A-16 1" 6 T A-17 1" 10 T A-19 1" 9 T 35 4 35 4 A-7 1" 4 SA-4 1" 0.5 TR A-5 1" 8 T A-3 1" 5 T A-22 1" 6 T A-21 1" 7 T 1 2 3 4 4 4 4 30 + 25 + 4 A-18 1" 1 P IR3.0 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N P L A N 0'20'10'40'60' 1"=20' IR4.0 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N D E T A I L S 1 WINTERIZATION ASSEMBLY N.T.S.2 BACKFLOW PREVENTION ASSEMBLY N.T.S.3 MASTER VALVE ASSEMBLY N.T.S. M NOTES: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. 2. THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOW PREVENTION ASSEMBLY ONLY. A B C D E F G H I J A.12" STANDARD VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.1/4" THREADED BRASS CAP D.1/2" REDUCING MALE ADAPTER E.1/2" COPPER PIPE (LENGTH AS REQUIRED) F.6" PVC CL 200 PIPE (LENGTH AS REQUIRED) G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL H.BRICK (1 OF 4) I.COPPER PIPE TO BACKFLOW PREVENTION ASSEMBLY (LENGTH AS REQUIRED) J.COPPER TEE K.COPPER MALE ADAPTER (1 OF 2) L.CURB STOP VALVE WITH COPPER SERVICE, THREAD BOTH ENDS M.COPPER PIPE TO EXISTING COPPER PIPE OUTSIDE EXISTING WATER METER KLM NOTES: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE. 2. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT. A B C D E F G H I J K A.BACKFLOW PREVENTER ENCLOSURE (SIZE AS NECESSARY) B.BACKFLOW PREVENTION DEVICE C.C x M COPPER ADAPTER (1 OF 2) D.TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) E.CL200 PVC PIPE SLEEVE (1 OF 2) F.4" THICK CONCRETE PAD 6" LARGER IN ALL DIMENSIONS THAN ENCLOSURE G.FINISH GRADE/TOP OF MULCH H.COPPER FEMALE ADAPTER I.SCH 40 PVC MALE ADAPTER J.PVC MAINLINE K.TYPE K COPPER PIPE NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 6. INSTALL SO THAT NO GRAVEL IS IN CONTACT WITH VALVE ASSEMBLY. A B C D E F G H I JK L A.TRACING WIRE B.FINISH GRADE/TOP OF MULCH C.STANDARD RECTANGULAR VALVE BOX W/ EXTENSION D.WIRE SPLICE, TYPICAL E.DECODER F.SOLENOID VALVE G.TWO-WIRE CABLE H.PVC MAINLINE I.BRICK (1 OF 4) J.FILTER FABRIC K.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL L.PVC SCH 40 MALE ADAPTER L 4 FLOW SENSOR ASSEMBLY N.T.S. F 6 ISOLATION GATE VALVE ASSEMBLY N.T.S.5 QUICK COUPLING VALVE ASSEMBLY N.T.S. Q A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.QUICK-COUPLING VALVE C.10" ROUND VALVE BOX WITH COVER D.HARCO QUICK COUPLER ANCHOR E.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) F.BRICK (1 OF 2) G.PRE-FABRICATED UNITIZED SWING JOINT 1" MIPT INLET X SOC OUTLET H.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS I.PVC MAINLINE PIPE J.TRACING WIRE NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION OF QUICK COUPLER KEY. 3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. J A B C D E F G H I J K A.TRACING WIRE B.12" VALVE BOX WITH COVER C.FINISH GRADE/TOP OF MULCH D.SENSOR DECODER E.WIRE SLICE, TYPICAL F.FLOW SENSOR G.TWO WIRE CABLE H.FILTER FABRIC I.PVC PIPE J.BRICK (1 OF 4) K.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL NOTES: 1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY.NOTE: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.10" ROUND VALVE BOX WITH COVER C.6" PVC CL 200 PIPE (LENGTH AS REQUIRED) D.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL E.BRICK (1 OF 2) F.THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON-RISING STEM G.PVC MAINLINE H.PVC SCH 40 MALE ADAPTER (1 OF 2) I.TRACING WIRE IR4.1 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N D E T A I L S 1 BLOW OUT ASSEMBLY N.T.S. B 2 REMOTE CONTROL VALVE ASSEMBLY N.T.S. NOTE: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. A B C D E F G H I J KLK A.12" STANDARD VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.1" BRONZE BALL VALVE FEMALE THREADED ENDS D.1" COPPER MALE ADAPTER E.1" COPPER PIPE (LENGTH AS REQUIRED) F.3" MIN. DEPTH OF 3/4" WASHED GRAVEL G.BRICK (1 OF 4) H.COPPER FEMALE THREADED ADAPTER I.SCH. 40 PVC MALE THREADED ADAPTER J.PVC MAINLINE K.COPPER PIPE L.COPPER TEE H I J NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. 7. COIL 3-FEET OF TWO WIRE CABLE WITHIN VALVE BOX FOR SERVICE PURPOSES. S C DF G I K L M N O P Q R S B AE J H A.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS B.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL C.PVC BALL VALVE D.REMOTE CONTROL VALVE (INCLUDES DECODER) E.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL F.CHRISTY ID TAG G.FINISH GRADE H.PVC SCH 80 CLOSE NIPPLE I.WIRE CONNECTOR FROM DECODER TO TWO WIRE CABLE J.PVC SCH 80 MALE ADAPTER K.12" STANDARD VALVE BOX WITH COVER L.PVC LATERAL PIPE M.FILTER FABRIC N.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) O.PVC SCH 80 EL P.PVC SCH 80 PIPE (LENGTH AS REQUIRED) Q.BRICK (1 OF 4) R.PVC MAINLINE S.TWO-WIRE CABLE 3 POP-UP SPRAY SPRINKLER ASSEMBLY N.T.S. CD E F A.FINISH GRADE/TOP OF MULCH B.POP-UP SPRAY SPRINKLER C.SWING PIPE, 12" LENGTH D.1/2" MALE NPT x BARB EL E.PVC SCH 40 TEE OR EL F.PVC LATERAL PIPE D B A 6" 4 POP-UP ROTOR SPRINKLER ASSEMBLY N.T.S. B C D E A.FINISH GRADE B.POP-UP ROTOR SPRINKLER C.PRE-FABRICATED SWING JOINT MIPT INLET x MIPT OUTLET D.PVC LATERAL PIPE E.PVC SCH 40 TEE OR EL 30°to 45° A 6" 5 POP-UP BUBBLER ASSEMBLY N.T.S. ROOT BALL A B C D E F G H I A.WATER BASIN B.BUBBLER NOZZLE C.FINISH GRADE D.POP-UP SPRAY SPRINKLER W/ BUBBLER E.1/2" MALE NPT x 0.490" BARB EL F.SWING PIPE, 12" LENGTH G.1/2" MALE NPT x 0.49" BARB EL H.PVC LATERAL PIPE I.PVC SCH. 40 TEE OR EL IR4.2 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N D E T A I L S 1 DRIP REMOTE CONTROL VALVE ASSEMBLY N.T.S.2 ZONE CONTROL VALVE ASSEMBLY N.T.S.3 TYPICAL DRIP LAYOUT N.T.S. A B DE F H Q K L M N O P Q R SC I G J A.PRESSURE REGULATING FILTER B.WIRE FROM DECODER TO VALVE SEE SPECIFICATIONS C.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL D.WIRE CONNECTOR FROM TWO-WIRE CABLE TO DECODER (1 OF 2) E.CHRISTY I.D. TAG F.JUMBO VALVE BOX WITH COVER G.PVC BALL VALVE H.FINISH GRADE/TOP OF MULCH I.PVC SCH 80 NIPPLE J.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL K.REMOTE CONTROL VALVE L.PVC SCH 80 TOE NIPPLE M.PVC SCH 40 EL N.PVC SCH 40 PIPE (TYPICAL) (LENGTH AS REQUIRED) O.FILTER FABRIC P.BRICK (1 OF 4) Q.MANIFOLD/DRIP LATERAL. SEE NOTE 8. R.TWO-WIRE CABLE S.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID, AND PROPER OPERATION OF BALL VALVE. 7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 8. IN CASES OF DIRECT DRIP LATERAL PIPE CONNECTION INSTALL SCH. 40 PVC BARB FITTING TO PRESSURE REGULATING BASKET. SECURE CONNECTION WITH STAINLESS STEEL PINCH CLAMPS. 9. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION. A B C D E F G H I J K L M N O A.6" ROUND VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.PVC SCH. 40 EL D.PVC BALL VALVE E.PVC SCH. 40 TRANSITION NIPPLE (MIPTxMHT) F.COMPRESSIONxFEMALE HOSE SWIVEL ADAPTER G.DRIP LATERAL PIPING H.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL I.BRICK (1 OF 2) J.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) K.PVC SCH 40 EL L.PVC SCH 40 STREET EL (1 OF 2) M.PVC DRIP MANIFOLD PIPE N.PVC SCH 40 TEE OR EL O.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) X X X X X X X X X X X X X X X X X X X X X X X X NOTES: 1. EMITTERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO PERENNIALS AND AT THE OUTSIDE PERIMETER OF THE PLANTING PIT OF ALL SHRUBS AND TREES. 2. INSTALL FOUR 1 GPH EMITTERS PER DECIDUOUS TREE. 3. INSTALL THREE 1 GPH EMITTER PER CONIFEROUS TREE. 4. INSTALL TWO 1 GPH EMITTER PER SHRUB. 5. INSTALL ONE 1 GPH EMITTER PER PERENNIAL. A B C D E F A.DRIP LATERAL PIPE B.CONIFEROUS TREE C.DECIDUOUS TREE D.EMITTER E.SHRUB F.PERENNIAL 4 FLUSH CAP ASSEMBLY N.T.S.5 IRRIGATION CONTROLLER ASSEMBLY N.T.S. A 6 IRRIGATION CONTROLLER GROUNDING DETAIL N.T.S. NOTE: 1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. A B C D E F A.FINISH GRADE/TOP OF MULCH B.6" ROUND VALVE BOX WITH COVER C.FLUSH CAP WITH HOSE THREAD CAP D.DRIP IRRIGATION LATERAL E.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL F.BRICK (1 OF 2) A B C D E F GH A.IRRIGATION CONTROLLER ASSEMBLY B.RAIN SENSOR WITH VANDAL GUARD C.FINISH GRADE D.STRONG BOX QUICK PAD OR 5000 PSI CONCRETE PAD SLOPED AWAY FROM CONTROLLER E.COMPACTED SUBGRADE F.3" SCH 40 ELECTRICAL CONDUIT AND SWEEP EL FOR TWO WIRE CABLE G.1" SCH 40 ELECTRICAL CONDUIT AND SWEEP EL FOR ELECTRICAL GROUNDING H.1" SCH 40 ELECTRICAL CONDUIT AND SWEEP EL FOR ELECTRICAL SERVICE PLAN VIEW A.IRRIGATION CONTROLLER ASSEMBLY B.UL LISTED 5/8" X 10' COPPER-CLAD GROUNDING ROD C.UL LISTED 4" X 8' COPPER GROUNDING PLATE D.10" ROUND VALVE BOX WITH COVER E.BRONZE GROUND ROD CLAMP OR CADWELD CONNECTION: PAIGE ELECTRIC F.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL G.BRICK (1 OF 4) H.#6 AWG INSULATED SOLID COPPER WIRE. NO SHARP BENDS. I.SPHERE OF INFLUENCE J.EARTH CONTACT MATERIAL, POWERSET© OR POWERFILL© DEPENDING ON SOIL CONDITIONS K.FINISH GRADE A C B 8' 10' 11' I I 30" MINIMUM 12" SECTION VIEW H H H B C J D G F E NOTES: 1.CONNECT ALL #6 AWG WIRES INSIDE THE CONTROLLER. CONNECT ONE WIRE TO THE CONTROLLER GROUND LUG AND USE A #4 SPLIT BOLT TO CONNECT ALL WIRES TOGETHER. 2.EARTH CONTACT MATERIAL MUST COMPLETELY COVER THE WELD JOINT ON THE GROUND PLATE. K IR4.3 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N D E T A I L S 1 WIRESPLICE N.T.S.2 DECODER GROUNDING SCHEMATIC N.T.S. 4 SLEEVE DETAIL N.T.S.3 TRENCH DETAIL N.T.S.5 TRACING WIRE N.T.S. 1. 2. 3.4. 1/2" 5. NOTE: 1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS". 1. STRIP ENDS OF WIRE 2. SECURE WIRES INTO WIRE NUT 3. INSERT WIRE NUT INTO GEL-FILLED TUBE 4. POSITION WIRES INTO CHANNELS 5. CLOSE SPLICE KIT FOR SECURED SEAL A A.TWO-WIRE CABLE B.VALVE BOX (10" ROUND OR AS NECESSARY) C.REMOTE CONTROL VALVE D.5/8" X 8' U.L. LISTED GROUND ROD E.DECODER F.LINE SURGE PROTECTOR G.BARE AWG #10 COPPER WIRE H.3M DBR/Y-6 CONNECTION I.BARE COPPER CONNECTION ("CADWELD") J.REMOTE CONTROL VALVE ASSEMBLY 500' MAX OR 5 DECODERS BETWEEN GROUND POINTS WHICHEVER IS FIRST GROUND ALL DEAD ENDS 25' AND LONGER SPHERE OF INFLUENCE WIRE PATH OUTSIDE SPHERE OF INFLUENCE (10' MIN.)GROUND TWO WIRE CABLE NEAR CONTROLLER PER MANUFACTURER'S GUIDELINES NOTES: 1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 2. MAKE ALL WIRE SPLICES IN VALVE BOXES. 3. LEAVE A MINIMUM OF 5' EXTRA WIRE AT ALL SPLICE POINTS. 4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. 5. EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. 6. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. 7. INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS RECOMMENDED BY THE MANUFACTURER. C D A JB E G H F I B A B C D E F G A.WARNING TAPE B.FINISH GRADE C.BACKFILL D.LATERAL/MANIFOLD PIPE E.TWO-WIRE CABLE F.MAINLINE PIPE G.TRACING WIRE REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS 12" MINIMUM NOTE: 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS - NOT ALONG ITS LENGTH. A B C D A.FINISHED GRADE OF PAVED SURFACE B.SLEEVE FOR LATERAL PIPE C.SLEEVE FOR MAINLINE PIPE D.SLEEVE FOR WIRING SLEEVE SIZING SCHEDULE FINISHED GRADE ELEVATION VIEW PLAN VIEWNOTES: 1. COPPER TRACING WIRE WILL START AT THE MASTER VALVE AND WILL BE ROUTED WITH ALL MAINLINE PIPE. 2. SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVE BOXES WHEN POSSIBLE, OTHERWISE, PLACE SPLICE IN SEPARATE VALVE BOX. A B C D E F G H A.10" ROUND VALVE BOX B.INSTALL TRACING WIRE TO THE TOP OF VALVE BOX C.WATER PROOF CONNECTION (SEE SPECIFICATIONS) D.PIPE SLEEVE SEE VALVE DETAIL E.TAPE COPPER WIRE TO TOP OF PIPE EVERY 10 FT. F.CONTINUOUS LOOP COPPER TRACING WIRE (SEE SPECIFICATIONS) G.PVC PIPE H.VALVE (TYPICAL) IR4.4 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 IR R I G A T I O N D E T A I L S 1 HYDRAULIC ESTIMATION 2 IRRIGATION CONTROLLER PEAK IRRIGATION SCHEDULE NOTES: 1. THE PEAK SEASON RUN TIME HAS BEEN CALCULATED ASSUMING AN IRRIGATION EFFICIENCY OF 70% AND A PEAK SEASON ETo OF 0.21 INCHES/DAY. THE CROP COEFFICIENT IS ASSUMED TO BE 0.6 FOR TURF AND 0.6 FOR PLANTING BEDS. 2. THE POC SIZE WAS CALCULATED FOR A 8 HR X 5 DAYS/WEEK IRRIGATION WINDOW TO IRRIGATE THE SITE. 3. ADJUST INDIVIDUAL STATION RUN TIMES AS NECESSARY TO ACCOMMODATE TURF/PLANT ESTABLISHMENT, TURF TYPE, TURF/PLANT SOLAR EXPOSURE, SOIL TYPES, WIND, AND SLOPE. 4. ADJUST DRIP RUN TIMES AS NECESSARY FOR PLANT ESTABLISHMENT. RECORD RUN TIMES ON THE RECORD DRAWINGS. 5. BLANK ITEMS TO BE COMPLETED ON AS-BUILT DRAWINGS BY CONTRACTOR. SOIL TYPE - CLAY, SAND, LOAM, ETC. SLOPE - NONE, GENTLE, MILD, STEEP. MICROCLIMATE - SHADE, PARTIAL SUN/SHADE, FULL SUN. 6. PROVIDE LAMINATED COPY OF PEAK IRRIGATION SCHEDULE WITHIN IRRIGATION CONTROLLER ENCLOSURE. C A A C A C A B C A B C IR5.0 - P L O T D A T E A A 1 2 3 4 5 1 2 3 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 5/ 1 7 / 2 0 2 3 3 : 5 1 : 3 1 P M 2204 MA X W E S T I N C . FI N A L D E V E L O P M E N T PL A N 16 0 1 S H A R P P O I N T D R I V E FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE PR O S P E C T S P O R T S C L U B 4/2/2024 HY D R O Z O N E P L A N HYDROZONE LEGEND - THIS SHEET ONLY 0'20'10'40'60' 1"=20'