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Home My WebLink About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±5' NOTES: 1. ALL PIPE PENETRATIONS TO BE SEALED WITH LINKSEAL OR HYDRAULIC CEMENT. 2. PROVIDE SHOP DRAWING OF ASSEMBLY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 3. LOCATION OF VAULT MUST BE COORDINATED WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. 4. USE ONLY STAINLESS STEEL HARDWARE FOR FLANGED CONNECTIONS. 5. INSTALL NECESSARY STEEL BUSHINGS TO ACHIEVE PROPER THREAD DIAMETER FOR WINTERIZATION BALL VALVE'S NIPPLE. 6. USE 45-DEGREE FITTINGS ON EITHER END OF ASSEMBLY TO TRANSITION TO THE TYPICAL MAINLINE BURIAL DEPTH OUTLINED IN THE SPECIFICATIONS. A A. VAULT STEP, TYP. 12" O.C. B. PRE-CAST CONCRETE VAULT. INSIDE DIMENSIONS: 6-FEET WIDE, 8-FEET LONG, 6-FEET HIGH. C. 4-INCH DI COUPLING WITH TRANSITION GASKETS. INSTALL JOINT RESTRAINTS. D. 4-INCH CL200 PVC MAINLINE E. 4-INCH ULTRASONIC FLOW METER (REFER TO LEGEND). WIRE TO CONTROLLER INDICATED ON PLANS. ALL WIRING TO BE WITHIN 1-1/2-INCH CONDUIT. F. 1-1/2-INCH STEEL BALL VALVE AND NIPPLE. INTENDED FOR WINTERIZATION. G. 1-1/2- INCH THREAD-O-LET INSTALLED ON A 3-INCH LONG SPOOL PIECE H. PIPE STAND, TYP. I. 4-INCH PRESSURE REGULATING VALVE : CLA VAL 90-01 J. 4-INCH H-STRAINER: CLA VAL X43H K. 8-INCH DEPTH GRAVEL OVER 95% SPD COMPACTED SUBGRADE L. 10-INCH ROUND VALVE BOX WITH EXTENSIONS M. PRE-CAST CONCRETE 24-INCH DIAMETER MANHOLE, ALUMINUM COVER, TRAFFIC RATED H-20 N. HDPE PIPE - REFER TO PLANS O. 4-INCH PVC PIPE - TRANSITION FROM HDPE PIPE USING ROMAC ALPHA FITTING/COUPLING P. 6-INCH ANTI-FLOATATION RING AROUND ENTIRE PERIMETER OF VAULT Q. ISOLATION GATE VALVE. REFER TO DETAIL. R. WATERMAN AV-150 AIR VACUUM RELIEF VALVE (1-INCH) WITH GALVANIZED NIPPLE AND CAST IRON GATE VALVE. THREAD INTO SPOOL PIECE WITH 1-INCH THREAD-O-LET. S. 12-INCH SCH. 40 STEEL SPOOL PIECE B D F G H I J K M N O P C E Q L ±36" TRANSITION TO DEPTH PER SPECIFICATIONS BY INSTALLING NECESSARY RESTRAINED DI FITTINGS O FLOW M B 6" 6' Q L ±8" R S I J S E NOTE: INTENDED TO BE USED FOR NRCC PROPERTIES WHEN TRANSITION TO RAW WATER IS INSTALLED FLOW NOTES: 1. ALL PIPE PENETRATIONS TO BE SEALED WITH LINKSEAL OR HYDRAULIC CEMENT. 2. PROVIDE SHOP DRAWING OF ASSEMBLY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 3. LOCATION OF VAULT MUST BE COORDINATED WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. 4. USE ONLY STAINLESS STEEL HARDWARE FOR FLANGED CONNECTIONS. 5. INSTALL NECESSARY STEEL BUSHINGS TO ACHIEVE PROPER THREAD DIAMETER FOR WINTERIZATION BALL VALVE'S NIPPLE. 6. USE 45-DEGREE FITTINGS ON EITHER END OF ASSEMBLY TO TRANSITION TO THE TYPICAL MAINLINE BURIAL DEPTH OUTLINED IN THE SPECIFICATIONS. FLOW A. VAULT STEP, TYP. 12" O.C. B. PRE-CAST CONCRETE VAULT. INSIDE DIMENSIONS: 6-FEET WIDE, 8-FEET LONG, 6-FEET HIGH. C. 24-INCH DIAMETER MANHOLE, ALUMINUM COVER, TRAFFIC RATED H-20 D. 8-INCH HDPE PIPE E. 6-INCH ANTI-FLOATATION RING AROUND ENTIRE PERIMETER OF VAULT F. 8-INCH DEPTH GRAVEL OVER 95% SPD COMPACTED SUBGRADE G. HDPE DR11 FLANGE ADAPTER WITH DUCTILE IRON BACKUP RING H. 8-INCH WYE STRAINER: MUELLER 752 WITH 20 MESH STAINLESS STEEL SCREEN. COAT STRAINER WITH EPOXY INSIDE AND OUTSIDE. I. 1-1/2-INCH CAST IRON BALL VALVE AND NIPPLE. INTENDED FOR WYE FILTER CLEAN OUT. J. PRESSURE REGULATING VALVE: 8-INCH CLA VAL 90-01 K. PIPE STAND, TYP L. 8-INCH FLANGED DUCTILE IRON TEE WITH THREADED FLANGE COVER M. 1-1/2-INCH CAST IRON BALL VALVE AND NIPPLE. INTENDED FOR WINTERIZATION. A B C D E F G H K J I L M G D D G G D C A B H J L 2 PRESSURE REGULATION VAULT ASSEMBLY N.T.S. P E F G H I J K L 3 TRENCH DETAIL N.T.S. 30" MIN. A B C D E A. TRACEABLE MARKING TAPE B. FINISH GRADE C. BACKFILL D. TRACING WIRE E. MAINLINE 4 TRACING WIRE DETAIL N.T.S. FINISHED GRADE ELEVATION VIEW NOTE: PLAN VIEW 1. COPPER TRACING WIRE WILL ROUTED WITH ALL TRENCHED 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) A NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. PER CSU STANDARDS, INSTALL A MINIMUM OF FOUR (4) BRICKS WITH A MINIMUM 3-INCH DEPTH OF GRAVEL INSTALLED BELOW THE BRICKS. A. FINISHED GRADE/TOP OF MULCH B. 10-INCH ROUND VALVE BOX WITH COVER C. TRACING WIRE D. 6-INCH CLASS 200 PVC PIPE (LENGTH AS REQUIRED) E. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL F. BRICKS (SEE NOTE 2) G. THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON-RISING STEM H. PVC MAINLINE I. SCH. 40 PVC MALE ADAPTER (1 OF 2) A B C D E F G H I USE THIS DETAIL FOR GATE VALVES ON HDPE MAINLINE USE THIS DETAIL FOR GATE VALVES ON PVC MAINLINE 2 AIR VACUUM RELIEF VALVE ASSEMBLY N.T.S. SOUTH CAMPUS IRRIGATION DISTRIBUTION FORT COLLINS, CO JHK JHK CBK - - - - 1" = 30' 0' 15' 30' 60' 30' MATCHLINE SEE SHEET L4.04 IRRIGATION PLAN MATCHLINE SEE SHEET L4.06 FUTURE POND FILL STUB OUT BRIDGE BORE PIT BORE PIT WARNING!! FIBER OPTIC WARNING!! ELECTRIC CHILLER BUILDING WARNING! DRAINAGE STRUCTURE CSU GREEN HOUSES HILTON HOTEL CENTRE AVE CENTRE AVE GARDENS AT SPRING CREEK PHEMISTER RD. BUS BARN BUILDING K FUTURE JFEH BUILDING SITE BORE PIT TYP NOTE: APPROXIMATE PROPERTY BOUNDARY CONNECT TO 2-INCH STUB OUT FROM JFEH IRRIGATION MAINLINE BORE PIT BORE PIT BORE PIT NOTE: ADJUST ROUTING AS NECESSARY TO MINIMIZE CONFLICT WITH STORM MANHOLE IN APPROXIMATE LOCATION NOTE: EXISTING IRRIGATION CONTROLLER IN APPROXIMATE LOCATION (IN DUMPSTER ENCLOSURE) TO BE CHANGED TO A MOTOROLA ACE IN THE FUTURE. THE INTENT IS THE NEW CONTROLLER WILL READ THE ULTRASONIC SENSORS (SEE METER DETAIL) FROM BUILDINGS A, B, AND D. CONTROLLER RENOVATION WORK IS NOT IN THIS SCOPE. THIS IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. SALT SHED ACCESS ROAD ACCESS ROAD ACCESS ROAD RCS SHOP STORM DETENTION AREA FM STORAGE BUILDING 1 2 2 2 3 4 5 6 7 7 7 8 6 6 9 10 11 12 2 13 13 13 8" HDPE 6" EXISTING PVC RE: JFEH IRRIGATION PLANS 6" EXISTING PVC RE: JFEH IRRIGATION PLANS 6" EXISTING PVC RE: JFEH IRRIGATION PLANS 6" EXISTING PVC RE: JFEH IRRIGATION PLANS 6" EXISTING PVC RE: JFEH IRRIGATION PLANS 14 2 2 2 15 16 16 16 13 P 17 DATE SHEET NO. DESIGNED BY DRAWN BY CHECKED BY REVISIONS 4.16.2020 L4.00 COLORADO STATE UNIVERSITY SOUTH CAMPUS IRRIGATION DISTRIBUTION FORT COLLINS, CO JHK JHK CBK - - - - KEYMAP NTS L4.01 L4.02 L4.03 L4.04 L4.05 IRRIGATION COVER SHEET GENERAL NOTES GENERAL DESCRIPTION IRRIGATION LEGEND P FLAG NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 CENTRE AVE RESEARCH BLVD. CSU VETERINARY TEACHING HOSPITAL PROSPECT RD. MASON CORRIDOR BAY RD. NRCC L4.06