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Home My WebLink AboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 5 - SUPPORTING DOCUMENTATIONDRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 1 0 0 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 2 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-100 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com GENERAL NOTES 1.THE SYSTEM DESIGN ASSUMES A MINIMUM STATIC PRESSURE AND MAXIMUM FLOW DEMAND AS SHOWN ON THE PLANS FOR THE POINT-OF-CONNECTION (P.O.C.). THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7.SELECT NOZZLES FOR SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND UNIFORM COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH SPRINKLER TO PROVIDE THE BEST PERFORMANCE. INSTALL VAN NOZZLES WHERE SPRAY ANGLES ARE LESS OR GREATER THAN WHAT A FIXED SPRAY NOZZLE CAN IRRIGATE WITHOUT EXCESSIVE OVERSPRAY 8.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 9.CONNECT ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10.WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: A. IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11.IRRIGATION PIPING LOCATIONS ON PLAN ARE SCHEMATIC. LOCATE MAINLINE, LATERAL, AND MANIFOLD SO THEY ARE A MINIMUM OF 5-FEET FROM BUILDING FOUNDATIONS. LOCATE MAINLINE TO MINIMIZE IMPACTS TO TREES. FULLY AUTOMATED SPRINKLER, BUBBLER, AND DRIP IRRIGATION SYSTEM WILL IRRIGATE TURF AND SEED MIX AREAS, TREES IN SEED MIX AREAS, SHRUBS, AND GROUND COVER PLANTING AREAS. POP-UP SPRAY AND ROTOR SPRINKLERS WILL BE UTILIZED FOR TURF AND SEED MIX AREAS. POP-UP BUBBLERS IRRIGATE TREES AND SHRUBS IN SEED MIX. POINT SOURCE DRIP IRRIGATION WILL BE UTILIZED FOR TREES, SHRUBS, GROUND COVER PLANTING AREAS. POTABLE WATER WILL BE USED FOR IRRIGATION FROM A DEDICATED IRRIGATION METER THAT IS INSTALLED BY OTHERS (REFER TO CIVIL PLANS). THE POINT-OF- CONNECTION (P.O.C.) IS TO BE ON DISCHARGE SIDE OF METER. A WALL MOUNTED, TWO WIRE IRRIGATION CONTROLLER WILL BE INSTALLED UNDER THIS CONTRACT. THE CONTROLLER INCLUDES REMOTE DATA ACCESS TO CLOUD BASED CENTRAL CONTROL. AUTOMATED LOCAL OFF SITE WEATHER DATA WILL BE USED TO AUTOMATICALLY ADJUST IRRIGATION SCHEDULING. A WIRELESS RAIN SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM DUE TO LOCAL RAINFALL EVENTS. A MASTER VALVE AND FLOW SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM IN CASE OF MAINLINE PIPE FAILURE. THE FLOW SENSOR WILL ALSO PROVIDE FLOW DATA TO THE IRRIGATION CONTROLLER TO AID WATER MANAGEMENT OF THE IRRIGATION SYSTEM. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING. AIR VACUUM RELIEF VALVES ARE REQUIRED ON MAINLINE DEAD ENDS AND AT HIGH POINTS. GENERAL DESCRIPTION EXCAVATE AND EXPOSE 3-INCH STUB OUT DOWNSTREAM OF IRRIGATION METER IN APPROXIMATE LOCATION (REFER TO CIVIL PLANS, METER INSTALLED BY OTHERS). INSTALL DUCTILE IRON PIPE FROM METER TO WINTERIZATION ASSEMBLY AND BACKFLOW PREVENTION ASSEMBLY. COORDINATE CONNECTION AND PIPING INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL WALL MOUNTED IRRIGATION CONTROLLER ON THE OUTSIDE OF THE CLUBHOUSE BUILDING AT THE APPROXIMATE LOCATION SHOWN. ELECTRICAL POWER WILL BE PROVIDED WITHIN 5-FEET OF CONTROLLER (REFER TO ELECTRICAL PLANS). COORDINATE EXACT LOCATION OF ELECTRICAL POWER WITH NECESSARY TRADES ON SITE. PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS BETWEEN ELECTRICAL POWER SOURCE AND IRRIGATION CONTROLLER. MAKE ALL NECESSARY CONNECTIONS. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL WIRELESS RAIN SENSOR ON CLUBHOUSE BUILDING IN A LOCATION WHERE RAINFALL IS NOT IMPEDED. MAKE ALL NECESSARY CONNECTIONS TO IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION AND INSTALLATION OF RAIN SENSOR WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CONNECT MASTER VALVE AND FLOW SENSOR TO TWO WIRE CABLE PER MANUFACTURER'S GUIDELINES. PROGRAM HIGH FLOW POINT TO 200 GPM. INSTALL IRRIGATION DECODER GROUNDING EQUIPMENT THAT MEETS CONTROLLER MANUFACTURER'S GUIDELINES AT LOCATION ADJACENT TO INDICATED REMOTE CONTROL VALVE ASSEMBLY. COORDINATE EXACT LOCATION OF GROUNDING EQUIPMENT WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE ENTIRE TWO WIRE PATH PER MANUFACTURER'S GUIDELINES. INSTALL AIR VACUUM RELIEF VALVE AT HIGHEST MAINLINE ELEVATION IN APPROXIMATE LOCATION. FIELD LOCATE HIGHEST MAINLINE LOCATION AND INSTALL AIR VACUUM RELIEF VALVE. COORDINATE AIR VACUUM RELIEF VALVE INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INDICATED SECTION OF MAINLINE IS SHOWN IN HARDSCAPE AREA FOR CLARITY PURPOSES ONLY. INSTALL MAINLINE IN ADJACENT LANDSCAPED AREA. ALL IRRIGATION DOWNSTREAM OF INDICATED GATE VALVE IS TEMPORARY AND FOR ESTABLISHMENT OF THE REDWOOD POND SEED ONLY. IT IS ANTICIPATED THAT IRRIGATION DOWNSTREAM OF THIS GATE VALVE IS TO BE SHUT OFF AFTER ESTABLISHMENT. INSTALL YARD HYDRANT IN APPROXIMATE LOCATION SHOWN. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. DIRECT BORE 4" DR11 HDPE MAINLINE UNDER SUNIGA ROAD AND A 2" CL200 PVC WIRE SLEEVE ADJACENT IN APPROXIMATE LOCATION. COORDINATE BORING ACTIVITIES WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR ACQUIRING ANY APPLICABLE PERMITS THROUGH THE CITY OF FORT COLLINS. CONTACT SOPHIE BUCKINGHAM (970-416-4344) PRIOR TO CONSTRUCTION FOR ALL REQUIRED PERMITS AND PROCEDURES. FLAG NOTES 2 3 4 5 6 7 8 9 10 1 SLEEVING *TYPE: CLASS 200 PVC UNLESS OTHERWISE NOTED *SIZE: 2X CARRIER PIPE SIZE, TWO WIRE SLEEVE IS 2-INCH MINIMUM MAINLINE PIPE *TYPE: CLASS 200 PVC *SIZE: AS SHOWN MAINLINE PIPE *TYPE: DR11 HDPE *SIZE: AS SHOWN LATERAL PIPE TO SPRINKLERS AND BUBBLERS *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN MANIFOLD PIPE TO ZONE CONTROL VALVES *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN DRIP LATERAL PIPE TO EMITTERS *TYPE: UV RADIATION RESISTANT POLYETHYLENE *3/4" SIZE UNLESS OTHERWISE SHOWN *EMITTER TYPE: RAIN BIRD XERI-BUG OR EQUAL UNCONNECTED PIPE CROSSING POINT-OF-CONNECTION (P.O.C.) WINTERIZATION ASSEMBLY: *REFER TO DETAILS BACKFLOW ASSEMBLY: *FEBCO LF-880V *SIZE: 3-INCH *ENCLOSURE: STRONGBOX SBBC-AL, SIZE AS NECESSARY ISOLATION GATE VALVE ASSEMBLY: *2.5" AND SMALLER MODEL: NIBCO T-113K *3-INCH AND LARGER MODEL: MATCO-NORCA 10RT *SIZE OF GATE VALVE TO MATCH MAINLINE SIZE MASTER VALVE ASSEMBLY *MODEL: GRISWOLD 2030N WITH DC LATCHING SOLENOID *SIZE: 3-INCH *DECODER: IVM-OUT FLOW SENSOR ASSEMBLY *MODEL: 3-INCH FLOMEC QS200-30 *DECODER: IVM-SEN BLOW OUT ASSEMBLY *REFER TO DETAIL QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5LRC YARD HYDRANT *MODEL: WOODFORD R34 AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: 2-INCH WATERMAN AV-150 REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PEBIVM *SIZE: AS SHOWN ON PLANS *BALL VALVE: SPEARS PVC COMPACT OR EQUAL DRIP REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD XCZ-100-IVM *BALL VALVE: SPEARS PVC COMPACT ZONE CONTROL VALVE ASSEMBLY *BALL VALVE: SPEARS PVC COMPACT OR EQUAL *SIZE: 1" FLUSH CAP ASSEMBLY: RAIN BIRD OR EQUAL LEGEND A15 1" 12 M F Q A B .5 R .25 R L SS H POP-UP BUBBLER ASSEMBLY: RAIN BIRD 1804-SAM-PRS WITH 1401 BUBBLER NOZZLE TWO (2) BUBBLERS PER TREE, 0.5 GPM PER TREE ONE (1) BUBBLER PER SHRUB, 0.25 GPM PER SHRUB POP-UP SPRAY SPRINKLER: RAIN BIRD MPR SERIES ON RD04-S-P30-F @ 30 PSI RADIUS:5'FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS:8'FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 RADIUS:10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS:12'FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS:15'FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 RADIUS:4'x'30 FLOW (GPM): SST-1.21 RADIUS: 4'x'15 FLOW (GPM): RCS/LCS-0.49 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD 5004+PRS-SAM AND MPR NOZZLES NOZZLE PRESSURE: 45 PSI NOZZLES USED: RADIUS:25Q RADIUS: 25 FLOW: 1.00 NOZZLE:25H RADIUS: 25 FLOW: 1.98 NOZZLE:25F RADIUS: 25 FLOW: 3.82 NOZZLE:30Q RADIUS: 30 FLOW: 1.40 NOZZLE:30H RADIUS: 30 FLOW: 2.96 NOZZLE:30F RADIUS: 30 FLOW: 5.78 NOZZLE:35Q RADIUS: 35 FLOW: 1.92 NOZZLE: 35H RADIUS: 35 FLOW: 3.81 NOZZLE:35F RADIUS: 35 FLOW: 7.58 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD FALCON 6504-FC AND PC NOZZLE PRESSURE: 50 PSI *SYMBOL WITH HALO IS FULL CIRCLE, SYMBOL WITHOUT HALO IS PART CIRCLE NOZZLES USED: NOZZLE:4 RADIUS: 41 FLOW: 3.7 NOZZLE:6 RADIUS: 47 FLOW: 5.5 NOZZLE:8 RADIUS: 51 FLOW: 7.4 NOZZLE:10 RADIUS: 53 FLOW: 9.1 NOZZLE:16 RADIUS: 61 FLOW: 14.3 IRRIGATION CONTROLLER ASSEMBLY: RAIN BIRD ESPLXIVMP *STAINLESS STEEL WALL MOUNT - RAIN BIRD LXMMSS *CELL PHONE COMMUNICATIONS AND IQ HARDWARE FOR CLOUD BASED RAIN BIRD IQ CENTRAL CONTROL, IQ-NCC-4G (IQ NETWORK CARTRIDGE, 4G CELLULAR WITH 1-YEAR SERVICE) *INSTALL ONE RAIN BIRD IVM-OUT DECODER WITH EACH MASTER VALVE *INSTALL ONE RAIN BIRD IVM-SEN DECODER WITH EACH FLOW SENSOR *SURGE DEVICE ASSEMBLY: RAIN BIRD IVM-SD, GROUND SYSTEM PER MANUFACTURER GUIDELINES RAIN SENSOR ASSEMBLY MODEL: RAIN BIRD WR2-RFC (WIRELESS) - CONTROLLER AND CONTROLLER STATION NUMBER - LATERAL DISCHARGE IN GPM - REMOTE CONTROL VALVE SIZE IN INCHES T=TURF, S=SEED, B=BUBBLER FOR TREE, D=DRIP FOR PLANTING BED VALVE BOXES: RAIN BIRD VB SERIES WITH GREEN LIDS NOZZLE NUMBER ARC - QUARTER (Q), HALF (H), FULL (F)30 H 1616 IRRIGATION NOTES SUNIGA ROAD (4- L A N E A R T E R I A L ) WETLAND BOUNDARY 100'-0" WETLAND BUFFER PROPERTY BOUNDARY CONIFER STREET EXISTING STORM MAIN 7'-0" NEW MAINTENANCE PATH. OLD PATH TO RESTORED WITH NATIVE SEED PEDESTRIAN AND BIKE TRAIL CONNECTION EXISTING TREES TO REMAIN SS SS SS SS ST ST SS SS SS W TT W T EE E ST T T E TT EE SS E ST EV CHA R G I N G ONLY RA M P RA M P RA M P RA M P RA M P EV CHA R G I N G L O D L O D LO D LOD LOD LO D LO D LODLOD LOD LOD LODLOD LOD ON L Y FIREPIT GRILL AREA POO L HOT TU B 20 SITE DEVELOPMENT SYMBOL DESCRIPTION QTY PARKING - GARAGE 424 PARKING - STANDARD 215 01 HARDSCAPE SYMBOL DESCRIPTION QTY CONCRETE 97,896 SF 20 SITE DEVELOPMENT SYMBOL DESCRIPTION QTY BUILDING COVERAGE 262,489 SF DRIVES AND PARKING 176,108 SF HARDSCAPE 75,974 SF R.O.W. - HARDSCAPE 21,054 SF R.O.W. - DRIVES AND PARKING 96,254 SF R.O.W. - LANDSCAPE 21,474 SF 20-11 20-12 REFERENCE NOTES SCHEDULE I-212 I-211 I-210I-209 I-208I-207 I-206I-205 I-204I-203I-202 I-201 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 0 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 7 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-200 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION OVERALL PLAN SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'150'75'300'450' 1" = 150' PEDESTRIAN AND BIKE TRAIL CONNECTION EXISTING TREES TO REMAIN L O D L O D L O D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD L O D L O D L O D LODLOD LODLOD LO D LO D LODLOD L O D LOD LOD LO D LOD LO D L O D LODLODLODLODLODLODLODLODLOD LOD LODLODLOD LO D LOD LO D LO D LODLODLOD LOD LOD LODLODLODLODLODLOD LOD LOD L O D LOD LOD L O D L O D L O D L O D L O D L O D 1.5" 2.5" 2.5"2"2"1.5"1.25" 2.5" 2"1.25"1.25" 2" 2" 1.5" 2.5" 2.5" 2" 2" 1.5" 1.25" 2.5" 2.5" 2" 2" 1.25" 2.5" 2.5" 2" 1.25" 1.25" 2.5" 2.5" 2"1.25" 1.5" 1.25" 1.25" 2.5" 1.25" 2" 1.25" 35 Q 35 H 25 H 25 H 25 H 25 H 35 T 30 H 25 H 30 H 25 F 25 H 25 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 35 Q 35 H 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 16 16 16 1616 161616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 8 8 8 16 16 16 16 16 16 1616 16 16 16 16 16 12 8 4 6 44 Q Q A161 2" 86 - A160 2" 72 - A159 2" 57 - A158 2" 86 - A157 2" 86 - A164 2" 72 - A165 2" 70 - A166 2" 72 - A167 2" 87 -2.5"2.5" 2" 2" 1.5" 1.25" A168 2" 86 - 2.5" 2.5"2" 1.5" 1.25" A169 2" 86 - 3" 2.5" 2.5" 2" 2" 1.5" 1.25" A162 2" 86 - 3" 3" 1.5" 2" 1.5" 2" 1.5" 1.25" 1.25" 1.25" 4" 4" 4" 4" 4" 5 5 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 1 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 7 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-201 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 2 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' RA M P RA M P RA M P RA M P LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LODLODLOD 3" 4" 4" 4" 3" 3" 4" 2" 1.5"1.25" 1.5" 1.25" 1.25" 1.25" 1.25"1.25" 2.5"2.5"2"2"1.5"1.5"1.25" 1.25" 2.5" 2.5"2"2"1.5"1.5"1.25" 1.25" 2" 2" 1.5" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5"2" 2" 1.5" 1.25" 1.5" 1.5" 2" 1.5" 1.5"1.25"1.25" 2" 2" 1.5"1.25" 1.25" 2" 2"1.5" 2.5" 1.5" 2"1.5"1.25"2"1.5"1.25" 2.5"2.5"2" 2" 1.5" 1.5" 1.25" 1.25" 3" 3" 4" 4" 4" 3" 1.25" 1.25" 1.25" 6 4" 2.5" 2" 2" Q Q 8 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 35 H 35 H L L R R 35 Q LR R SS SS SS S S SS SS SS SS S S 25 H 25 Q 35 Q 35 Q 25 H 35 Q 35 Q 25 Q 35 H 35 H 30 H 35 H 35 H 35 H 25 H R L L R R SS SS SS SS SS SS SS SS SS SS A54 1.5" 51 T A57 1.5" 28 T A59 2" 75 T A56 2" 72 T SS A33 2" 72 T A36 2" 63 T A35 1.5" 48 T A34 1.5" 52 T A29 1" 22 T A42 1.5" 49 T A46 1.5" 43 T 30 Q 30 Q 35 H 35 H 35 Q 30 H 35 H 35 H 30 H 35 H 25 F 35 H 35 H 35 H30 H25H25H 35 H 25 H 25 H25H 25 H 30 H 35 H 35 H 35 F 30 F 30 F 25 F 25 F 25 F 35 Q 25 H 25 F 30 F 30 F 25 F 25 F A44 2" 60 S Q A47 1" 14 S A49 1.5" 31 S A50 2" 75 S A51 1.5" 29 S Q Q Q Q Q A32 1" 9 D A37 1" 8 D A58 1" 4 D A55 1" 5 D A53 1" 5 D A43 1" 7 D .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 A45 1" 8 B A48 1" 21 B 35 H 35 Q 35 H 35 H 35 H H 35 H A52 1.5" 27 S 5 5 5 5 5 H 16 16 16 16 16 A163 2" 72 - 2.5" 1.25" 2" 1.25" 2" 1.5" 1.5" 1.25" 1.25" 4" 4" 4" 4" 4"4" 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 2 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 8 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-202 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 1 MA T C H L I N E S E E S H E E T I - 2 0 3 MATCHLINE SEE SHEET I-205 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' 4" 4" 4" 4" 4"4" 4" 4" 4" 4" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 2" 2" 1.5" 1.5"1.25" 1.25" 2.5" 2.5" 2" 2"1.5"1.5"1.25"1.25" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.5" 1.25" 1.25" 2.5" 1.5" 2" 1.5" 1.25" 1.5" 1.25"1.25" 2" 2" 1.5" 1.25" 1.25" 1.25" 2.5"1.25" 1.25" 2.5" 2" 2"1.5"1.5"1.25"1.25" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.5"1.25"1.25" 1.5"1.25"1.25" 3" 3" 3"3" 4" 7 SS SS SS SS SS SS S S S S SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS S S S S S S S S S S SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 25 Q 25 H 25 H 30 H 25 Q 25 Q 30 Q 30 Q 25 Q 30 H 25 Q 35 H 25 F 25 F 25 Q 35 H 30 H 25 Q 25 Q 30 H 30 H 30 H 25 F L R L R L R 30 F H 35 H 25 Q35 H 35 H35H Q 35 H 35 H35 H35H 25 F 25 F 25 F25 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F A65 1.5" 28 T A64 1.5" 40 T A61 1.5" 37 T A68 2" 83 TA71 2" 56 T A69 2" 80 T A74 1.5" 52 T A72 1.5" 43 T A67 1.5" 54 T Q Q Q Q A63 1" 5 D A66 1" 4 D A70 1" 7 D A73 1" 5 D A62 1" 5 D A60 1" 5 D 5 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 3 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 8 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-203 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 2 MA T C H L I N E S E E S H E E T I - 2 0 4 MATCHLINE SEE SHEET I-206 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' PROPERTY BOUNDARY 4" 4" 4" 3" 2" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 2.5" 1.5"2" 1.5"1.25" 1.5" 1.25" 1.25" 3" 1.5"2.5" 1.25" 2" 1.25" 1.25" 1.25" 2.5" 1.25" 2.5" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" Q 30 H 30 H 35 H 25 F 25 F 35 H 35 Q 35 H 30 H 30 H 30 Q 30 H35H 35 H 35 H 25 F 25 F 25 F 25 F 25 Q 30 H 30 H 30 H 25 F 25 F A85 1.5" 45 T A86 1.5" 40 T 35 Q 35 Q 30 Q 30 Q 30 H 30 H 30 H 30 H 30 H 30 H 30 H 30 H 35 Q 35 Q 35 Q 35 H 30 H 35 H 35 H 35 Q 35 H 35 Q 30 H 25 F 30 Q 25 F 25 F 25 F 25 F 25 F 25 F A89 2" 59 S A91 1.5" 30 S A88 2" 79 S A84 2" 81 S A82 1" 11 T Q Q A90 1" 5 D A83 1" 6 D .5 .5 .5 .5 .5 .5 A87 1" 3 B 5 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 4 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 8 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-204 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 3 MA T C H L I N E S E E S H E E T I - 2 0 6 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' 4" 4" 4" 4" 2"1.5" 2.5" 1.5" 1.5" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.25" 1.25" 2" 2"1.25"1.25" 2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2" 1.5" 1.25" 2" 1.5" 1.25" 1.25" 2.5" 2.5" 2" 2" 1.25" 1.25" 1.25" 1.25" 2.5" 1.25" 1.25" 1.5" 1.25" 1.25" 2.5" 1.25" 2" 1.25" 2" 2" 2" 1.25" 1.25" 1.5"1.25" 4" 4" 4" 4" 4" 4" 4" 6 9 1" 4" 4" 1.25" 3" 3" 2.5" 2.5" 1.5" 2" 1.5"1.25" 1.25" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2.5" 2" 1.25" SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS RL SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 25 Q 35 35 H 25 Q 35 H 35 H 35 H 35 H 35 H R L 30 F 25 Q 25 Q 30 Q 30 H 30 Q 30 H 30 H 30 H 25 F 25 F L R SS SS SS 35 H 35 H 35 H 35 H 35 H 35 Q 35 H 35 H 35 Q 35 Q 35 Q 35 H 35 H 35 F35H 25 H 25 H 25 F 25 Q 30 H 30 H 35 H 35 H 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 H 35 H 30 F 35 H 25 F 25 F A26 1.5" 44 T A12 2" 83 T A13 2" 80 T A14 2" 72 T A25 1" 14 T A24 2" 72 T A31 2" 78 T A10 1.5" 46 T A39 1" 24 T A6 1" 15 T A114 2" 79 T A113 2" 70 T A3 1.5" 27 T A9 1.5" 50 T A4 2" 69 T A41 1.5" 53 T Q Q Q Q Q A15 1" 4 D A11 1" 12 D A8 1" 4 D A7 1" 4 D A112 1" 8 D A5 1" 3 D A40 1" 5 D A30 1" 4 D A28 1" 3 D A27 1" 7 D A38 1" 2 D 5 5 5 5 5 5 H DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 5 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 8 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-205 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MATCHLINE SEE SHEET I-207 MATCHLINE SEE SHEET I-208 MA T C H L I N E S E E S H E E T I - 2 0 6 MATCHLINE SEE SHEET I-202 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' RAM P 4" 4" 4" 4" 4" 4" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 1.25" 2" 1.25" 1.25" 1.5" 2.5" 1.5" 1.25"1.25" 1.25" 1.5" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2" 3" 3" 3" 3" 4" 4" 4" 4" 2.5" 2.5" 2" 1.5" 2" 1.5" 1.5" 1.25" 1.5" 1.25" 1.25"1.25" 2" 1.5" 1.5" 1.25" 2" 1.25"1.25" 1.25" 1.25" Q SS SS SS S S S S SS SS SS S S S S S S SS S S S S S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS S S S S SS S S SS SS SS S S SS SS SS SS SS SS SS S S SS SS S S SS R L R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S R L 35 Q 35 H LR R L S S R L L R L L R L R R RL R L L R RL L R SS S S SS SS L R L R S S SSS S SS L R R SS SS SS S S S S SS RL R S S SS S S S S 35 Q 35 H 35 H R L LR S S SS S S S S 35 H 25 H 25 F 30 F 30 F 30 F 30 SS SS S S 25 Q 25 Q 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 35 H 35 H 25 Q 35 H 25 H 25 Q 30 F 35 H 25 H 25 H 25 Q 25 Q 25 H 25 H 25 H 25 H 25 Q 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H A20 1.5" 43 T A75 2" 83 T A77 1" 16 T A21 1" 16 T A22 2" 57 T A23 2" 71 T A80 2" 72 S A94 1.5" 53 S A92 1.5" 29 T A17 1.5" 32 T A19 1" 24 T A16 1" 12 T A81 1.5" 40 T Q A93 1" 3 D A76 1" 8 DA18 1" 2 D A78 1" 5 D A79 1" 3 D 5 5 5 5 Q 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 6 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 8 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-206 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 4 MATCHLINE SEE SHEET I-203 MA T C H L I N E S E E S H E E T I - 2 0 5 MATCHLINE SEE SHEET I-208 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' POINT-OF-CONNECTION *SIZE: 3-INCH *FLOW (MAXIMUM): 160 GPM *AVAILABLE PRESSURE: 105 PSI 4" 4" 4"4" 4" 4" 4" 3" 2.5"2" 2"1.5"1.5"1.25"1.25" 2.5"1.5" 1.5" 1.25" 1.25" 2.5" 2.5"2" 2" 1.5" 1.5" 1.25" 1.25" 1.5" 1.25" 2" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 2.5"2.5"2" 2"1.5"1.5"1.25"1.25" 1.25" 1.25" 1 4 1.25" 2.5" 2" 1.25" 1.25" 2"1.5" 1.5" 1.25" 1.25" 2"2"1.5" 1.25" 3" M F B SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 25 Q 25 Q 25 H25H 25 H 25 F 25 Q L L R L 25 Q 35 Q 35 Q 30 Q 30 Q 35 H 35 H 30 H 30 H 30 H 25 F 25 F 25 F 25 F R L S S S S S S S S S S L R R R L L R SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R R 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 Q 8 8 8 6 8 8 25 Q 4 425 Q 25 H 25 H 35 Q 25 Q 25 Q 25 Q 25 Q 25 H 35 H 4 4 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 35 Q 25 F 30 H A110 2" 57 S A111 1" 16 S A115 1.5" 37 S A117 2" 71 T A116 2" 72 T A118 2" 65 T A143 1.5" 42 T Q Q A119 1" 16 D A142 1" 1 D A139 5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .5 A109 1" 22 B 5 5 5 5 A120 2" 55 T DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 7 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 9 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-207 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MATCHLINE SEE SHEET I-205 MA T C H L I N E S E E S H E E T I - 2 0 8 MATCHLINE SEE SHEET I-209 MATCHLINE SEE SHEET I-210 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' EV CHA R G I N G ONL Y EV CHA R G I N G FIREPIT GRILL AREA POO L HOT TUB IRRIGATIO1&O1TROLLER 9PO:ERRE4UIRE' 4" 4" 4" 1.25" 1.25" 2"1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2.5" 1.25" 1.5" 1.5" 4" 2 3 1.25" 1.5" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.5" 1.25" 1.25" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 1.25"2" 2" 1.5" 1.25" 1.25" 4" SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS S S L R S S SS SS SS SS SS SS SS SS SS LR SS SS SS SS SS SS SS SS SS SS R L S S S S S S S S S S S S S S S S S S S S S S S S SS R L S S S S S S S S S S S S S S S S R L R L 25 H 25 H 35 H 35 H 35 H 30 4 25 4 25 4 25 H 25 H 30 H 35 H 30 H 35 4 35 4 35 4 25 H 25 H 25 H 25 H 25 H 25 4 25 4 30 4 30 4 A 35 4 35 4 35 H 35 4 35 4 35 H 25 H 25 H 25 H L R R L L S S S S S S S S S S S S S S S S RL LR L R R L S S SS S S S S R L L R L S S S S S S S S S S S S SS R R L L SS SS SS SS RL R L L R R SS SS SS SS SS SS SS SS 30 4 30 4 30 H 30 H 30 H 30 H 25 H 25 H 25 4 25 4 4 4 4 4 25 4 25 4 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H25 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H A99 1.5" 53 S A1 1.5" 51 T S S 1.5" T A2 2" 71 T A107 1.5" 30 S A106 1.5" 42 S A100 1.5" 37 T A97 1.5" 51 T A101 1" 18 S A103 2" 61 TA104 1.5" 37 TA105 1" 21 S A108 1.5" 26 S Q A96 1" 2 D A95 1" 3 D A102 1" 6 D A98 1" 5 D R 5 5 5 Q Q 4" 'RA:I1G1U0BER I66UE' PRO-E&T1R 'RA:1B< RE9IE:E'B< 6EAL PREPARED BY: 1R'E6&RIPTIO1 'ATE RE9I6IO16 1R'E6&RIPTIO1 'ATE Pl o t t e d B y : &X O O H Q B . L Q R V K L W D La y o u t : I Pr i n t e d O n : P 0 Fi l e N a m e : P E 1 & L A 9 E # R ' : ' G Z J ORIGI1AL6I=E; ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT &DQ\RQAYH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT E1&LA9EAT RE':OO' &O16TRU&TIO1 'O&U0E1T6 &RQVWUXFWLRQ'RFXPHQWV -0A&B. &B. R I BRDUGZDON'ULYHUQLWB FRUW&ROOLQV&O ZZZDTXDHQJLQHHULQJFRP IRRIGATIO1PLA1 0AT&HLI1E6EE6HEETI 0A T & H L I 1 E 6 E E 6 H E E T I 0AT&HLI1E6EE6HEETI0AT&HLI1E6EE6HEETI 6&ALE0U6T0EA6UREI1&HOR'RA:I1GI61OTTO6&ALE 0'20'10'40'60' 1" = 20' SUNIGA ROAD (4- L A N E A R T E R I A L ) 4" 10 4" 2.5" 2.5" 2" 2"1.5"1.5" 1.25"1.25" 2.5" 2" 1.5" 1.25" 1.25" 2"1.5" 1.5"1.25" 1.25" 2" 2"1.5" 1.5"1.25"1.25" 2.5" 1.25"2" 1.5" 1.25" 1.25" 1.25" 2" 1.5" 1.25" 2.5" 2.5" 1.25" 2" 1.25" 2.5" 1.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 4" 4" 3"3"3" 4" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 1.5" 1.25" 1.25" 1.25" 2" 1.25"1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 1.5" 1.5" 1.25" 2.5" 1.25"3" 3" 3" 4" Q SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L 30 H 35 H 35 H 25 H 25 H 25 H 35 H 35 Q 35 H 35 H 35 H 35 Q 35 35 H 35 H 35 35 6 6 6 6 6 4 4 6 4 4 30 Q 35 H 35 Q 35 Q 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 Q 30 H 30 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 25 F 35 F 30 F 25 F 25 F 25 F 25 F 25 F 30 F 30 F30F 8 4 4 6 4 4 4 4 4 4 4 44 4 4 44 A126 2" 59 S A121 1.5" 44 T A122 2" 74 S A124 1" 19 S A136 2" 78 T A127 1.5" 54 S 35 H 35 Q A135 2" 64 S A134 2" 78 S A133 1.5" 54 S A129 2" 68 T A125 1.5" 26 S A130 1.5" 50 S A141 1.5" 48 S A138 2" 80 T A140 1" 10 T A137 2" 77 T Q Q A139 1" 5 D A131 1" 5 D .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25.25.25 .25 .25 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5.5.5 A132 1" 8 B A128 1.5" 28 B .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 A123 1" 4 B 5 5 5 5 Q 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 9 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 9 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-209 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MATCHLINE SEE SHEET I-207 MA T C H L I N E S E E S H E E T I - 2 1 0 MATCHLINE SEE SHEET I-211 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' 1.25" 1.25" 1.25" 2" 1.25" 1.5" 1.25" 35 H 35 H 35 Q 35 H 35 H 35 H 35 H 35 H 35 H 35 F 35 F 35 F 30 F 30 F 30 F 4 4 4 4 4 4 6 6 4 4 4 4 4 6 6 4 4 4 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 0 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 9 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-210 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 9 MATCHLINE SEE SHEET I-208MATCHLINE SEE SHEET I-207 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' ST 4" 10 4" 2" 1.5"1.25" 2.5" 2.5" 2" 2" 1.25" 2" 2" 1.5"1.25" 2" 2" 1.25" 2.5" 2" 1.25" 2.5" 2" 2" 1.5" 1.25" 2.5" 1.25" 1.25"1.25" 1.25" 2.5" 2.5" 2" 1.5" 2" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 3" 4" Q 16 16 16 16 16 16 1616 10 6 16 16 16 16 16 16 16 16 16 1010 16 16 1616 10 10 10 10 10 16 16 4 6 64 8 8 16 A145 1.5" 38 S A146 2" 72 S A148 2" 56 SA149 1.5" 54 S A150 2" 72 S A151 2" 74 S A152 2" 64 S A153 2" 70 S A144 1.5" 50 T Q 5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 A147 1" 7 B 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 1 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 4 9 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-211 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MATCHLINE SEE SHEET I-209 MATCHLINE SEE SHEET I-212 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2"2" 2" 1.5" 2" 1.5" 3" 3" 10 10 4 4 4 16 Q A156 1" 15 S A155 1" 23 T A154 2" 67 T 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 2 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-212 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com IRRIGATION PLAN MATCHLINE SEE SHEET I-211 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 0 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-300 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com FLOW A B C D E F G H I J K A.BACKFLOW PREVENTER ENCLOSURE (SIZE AS NEEDED) B.FLANGED MOUNTED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR WITH OPTIONAL VALVE SETTER (MJ X FL) C.FLANGED STEEL PIPE SECTION (LENGTH AS REQUIRED,1 OF 2) D.WRAP PIPE AT PENETRATION WITH 1/4" FELT OR SLEEVE WITH CLASS 200 PVC E.4" THICK 3000 PSI CONCRETE BASE F.FINISH GRADE/TOP OF MULCH G.COMPACTED SUBGRADE H.MECHANICAL JOINT FITTING WITH TRANSITION GASKET AND MEGA-LUGS I.PVC PIPE J.VALVE SETTER (MJ X FL, SUPPLIED WITH BACKFLOW DEVICE) K.COATED DUCTILE IRON PIPE FROM P.O.C. NOTES: 1. EXTEND CONCRETE BASE MINIMUM 6" BEYOND ENCLOSURE. 2. FURNISH NOMINAL SIZE PIPE AND FITTINGS TO NOMINAL SIZE OF BACKFLOW PREVENTER. 3. INSTALLATION OF BACKFLOW PREVENTER SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES. 4. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT. NOTES: 1. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 2. BRAND VALVE BOX LID PER SPECIFICATIONS. A B C D E F G H I J K A.STANDARD VALVE BOX WITH LID B.FINISH GRADE C.GALVANIZED THREADED CAP (SIZE 2-INCH) D.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) E.CARBON STEEL BALL VALVE (SIZE 2-INCH) F.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) G.TRACING WIRE H.FILTER FABRIC I.BRICKS (CONTINUOUS END TO END AROUND BOTTOM OF VALVE BOX) J.PVC MAINLINE PIPE K.DUCTILE IRON SERVICE TEE 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. 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 FLOW A B C D E F G H I J KL M N A.VALVE BOX WITH COVER ( SIZE TO ALLOW FOR A MINIMUM OF 6" OF SPACE ON ALL SIDES ) B.FINISH GRADE C.WIRE SPLICE D.SOLENOID WIRES E.DECODER F.TRACING WIRE G.MASTER VALVE H.FL X MJ DUCTILE IRON W/ RESTRAINTS (1 OF 2) I.FILTER FABRIC J.PVC MAINLINE K.TWO-WIRE CABLE L.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL M.BRICK (1 OF 4) N.CONCRETE SUPPORT BLOCK NOTES: 1. INSTALL DECODER PER MANUFACTURER'S GUIDELINES. 2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE A MINIMUM CLEARANCE OF 6" ABOVE ASSEMBLY. 3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE MASTER VALVE. 4. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER MASTER VALVE TO ALLOW ACCESS TO SOLENOID. 7. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. 1 WINTERIZATION ASSEMBLY N.T.S.2 BACKFLOW ASSEMBLY (3" AND LARGER)N.T.S.3 MASTER VALVE ASSEMBLY (3" AND LARGER)N.T.S. 4 FLOW SENSOR ASSEMBLY N.T.S.5 BLOW OUT ASSEMBLY N.T.S.6 TRENCHING N.T.S. M F B IRRIGATION DETAILS NOTES: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. 2. PROVIDE ALL NECESSARY JOINT RESTRAINTS AND THRUST BLOCKING PER SPECIFICATIONS. 3. ASSEMBLY TO BE USED TO WINTERIZE ONLY THE BACKFLOW PREVENTER ASSEMBLY. A B C D E F G H I J KL M N O A.12" STANDARD VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.1/4" THREADED PVC CAP D.1/2" COPPER 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 2) I.2" DIELECTRIC UNION AND COPPER REDUCER BUSHING J.DUCTILE IRON PIPE TO BACKFLOW PREVENTION ASSEMBLY (LENGTH AS REQUIRED) K.DUCTILE IRON MJ TAPPED TEE W/ 2" OUTLET L.DUCTILE IRON PIPE M.THRUST BLOCK N.ISOLATION GATE VALVE ASSEMBLY W/ MJ ENDS REFER TO ISOLATION GATE VALVE (3" AND LARGER) ASSEMBLY. O.DUCTILE IRON PIPE DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 1 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-301 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com INSTALLATION CHART DISTANCE CHART REFER TO THE FOLLOWING TABLE WHICH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENCH TO 20 FT-LBS. REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE. REDUCER BEND VALVE TO PIPE RESTRAINT LEEMCO LG RESTRAINT SERIES LEEMCO LB RESTRAINT SERIES PIPE TO PIPE RESTRAINT CAP OR DEAD END REDUCING TEE TEE ISOLATION VALVE NOTES: 1.THE RESTRAINT SCHEMES HERE ARE FOR SYSTEM PRESSURES UP TO 125 PSI. FOR HIGHER PRESSURES, CALL THE LEEMCO FACTORY. 2.EACH FITTING AND VALVE BELL MUST BE RESTRAINED TO THE LENGTH OF PIPE NOTED IN THE TABLE USING FITTING TO PIPE RESTRAINT, VALVE TO PIPE RESTRAINT, AND PIPE TO PIPE RESTRAINT AS REQUIRED. 3.PIPE JOINTS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITH PIPE TO PIPE RESTRAINTS. 4.SERVICE TEES AND COUPLINGS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITH FITTING TO PIPE RESTRAINTS. 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 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) 1 JOINT RESTRAINT DETAIL N.T.S. 2 SLEEVING N.T.S.3 TRACING WIRE N.T.S.4 CONTROLLER ASSEMBLY N.T.S. A A B C DE A.IRRIGATION CONTROLLER WALL MOUNT B.2" PVC SCH 40 CONDUIT AND FITTINGS C.JUNCTION BOX D.WIRES TO REMOTE CONTROL VALVES E.1" PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY WALL IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 2 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-302 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com A B C D E F G H I J A.JUMBO VALVE BOX WITH EXTENSION AND COVER (HEIGHT AS REQUIRED) B.FINISH GRADE/TOP OF MULCH C.AIR VACUUM RELIEF VALVE D.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) E.PVC SCH 40 BALL VALVE (SIZE 1") F.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL H.BRICK (1 OF 4) I.PVC MAINLINE PIPE J.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS K.TRACING WIRE NOTES: 1. OPEN BALL VALVE IN ASSEMBLY 1/4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER. 2. CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TO PROTECT VALVE DURING FREEZING WEATHER. 3. REPLACE PVC BALL VALVE WITH BRASS BALL VALVE IN THE EVENT AN AIR VACUUM RELIEF VALVE WITH MALE INLET IS USED. K 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.S-6 SPLIT BOLT 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 + - WR2 WIRELESS SENSOR NOTES: 1. MOUNT RAIN/FREEZE SENSOR IN SUITABLE LOCATION ON BUILDING EAVE OR WALL PER MANUFACTURER'S INSTRUCTIONS. 2. CONNECT INTERFACE TO CONTROLLER PER MANUFACTURER'S GUIDELINES. 3. CONFIRMATION NOTE: ENSURE WIRELESS COMMUNICATIONS OPERATE BETWEEN SENSOR AND INTERFACE UNIT PRIOR TO INSTALLATION. IF WIRELESS COMMUNICATIONS ARE NOT SUFFICIENT SUBSTITUTE WIRELESS SENSOR FOR A WIRED SENSOR (HUNTER MINI-CLIK). INCLUDE HUNTER STAINLESS STEEL ENCLOSURE SG-MC AND NECESSARY MOUNTING HARDWARE FOR WIRED SENSOR. INSTALL 1-INCH CONDUIT IF WIRED SENSOR IS REQUIRED. A B C D E A.EAVE OR WALL B.MOUNTING BRACKET C.RAIN/FREEZE SENSOR INTERFACE D.RAIN/FREEZE SENSOR E.IRRIGATION CONTROLLER ASSEMBLY 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 1 TWO WIRE GROUNDING SCHEMATIC N.T.S.2 RAIN SENSOR ASSEMBLY N.T.S. 3 WIRESPLICE N.T.S. 4 ISOLATION GATE VALVE ASSEMBLY (3" AND LARGER)N.T.S.5 AIR\VACUUM RELIEF VALVE ASSEMBLY N.T.S.6 HYDRANT ASSEMBLY N.T.S. R H A.HYDRANT B.FINISH GRADE C.PVC TEE OR ELBOW D.ISOLATION GATE VALVE, REFER TO DETAIL E.1" PVC SCH 80 PIPE F.1" PVC SCH 40 STREET ELBOW MPTXSLIP G.1" FEMALE PIPE THREAD INLET H.FILL WITH 1 CU. FT. OF LOOSE GRAVEL AROUND VALVE BODY FOR DRAINAGE I.1 8" NPT DRAIN HOLE A B C EF G I H D IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 3 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-303 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com ROOT BALL A B C D E F G H I A.WATER BASIN B.STREAM BUBBLER 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 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 SEE NOTE #1 NOTE: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TO ABSORB DOWNWARD IMPACT. A B C D E A.FINISH GRADE B.POP-UP ROTOR SPRINKLER C.PRE-FABRICATED PVC SWING JOINT MIPT INLET x MIPT OUTLET D.PVC LATERAL PIPE E.PVC SCH 40 TEE OR EL A B C D 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 1 QUICK COUPLING VALVE ASSEMBLY N.T.S.2 REMOTE CONTROL VALVE ASSEMBLY N.T.S.3 POP-UP SPRAY SPRINKLER ASSEMBLY N.T.S. 4 POP-UP ROTOR SPRINKLER ASSEMBLY N.T.S.5 POP-UP BUBBLER ASSEMBLY N.T.S.6 DRIP REMOTE CONTROL VALVE ASSEMBLY N.T.S. Q 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. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION. A BD E C F G H I J K L M N O PQ R S A.PVC BALL VALVE B.REMOTE CONTROL VALVE WITH IVM-SOL C.RAIN BIRD WC100 WATER RESISTANT WIRE CONNECTOR D.CHRISTY ID TAG E.FINISH GRADE F.12" STANDARD VALVE BOX WITH COVER G.PVC LATERAL PIPE H.FILTER FABRIC I.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) J.PVC SCH 40 EL K.PVC SCH 40 PIPE (LENGTH AS REQUIRED) L.BRICK (1 OF 4) M.PVC MAINLINE N.TWO-WIRE CABLE O.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL P.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS Q.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL R.PVC SCH 40 MALE ADAPTER S.PVC SCH 80 CLOSE NIPPLE A B E C D I F G H I J K L M NO P Q E A.PRESSURE REGULATING FILTER B.CHRISTY I.D. TAG C.JUMBO VALVE BOX WITH COVER D.FINISH GRADE/TOP OF MULCH E.3" MINIMUM DEPTH OF 3 4" WASHED GRAVEL F.REMOTE CONTROL VALVE WITH IVM-SOL G.PVC SCH 80 TOE NIPPLE H.PVC SCH 40 EL I.PVC SCH 40 PIPE (TYPICAL) (LENGTH AS REQUIRED) J.FILTER FABRIC K.BRICK (1 OF 4) L.PVC MAINLINE. SEE NOTE 9. M.TWO-WIRE CABLE N.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS O.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL P.PVC SCH 80 CLOSE NIPPLE Q.PVC BALL VALVE R.RAIN BIRD WC-100 WATERPROOF WIRE CONNECTORSNOTES: 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. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION. 9. 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. R IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 4 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-304 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 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 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) 1 ZONE CONTROL VALVE ASSEMBLY N.T.S.2 TYPICAL DRIP LAYOUT N.T.S.3 FLUSH CAP ASSEMBLY N.T.S. 4 ISOLATION GATE VALVE ASSEMBLY (2.5" AND SMALLER)N.T.S. 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 IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 5 Pr i n t e d O n : 12 / 7 / 2 0 2 3 1 2 : 5 0 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-305 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 3 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 0.8 FOR TURF AND 0.6 FOR SEED. 2. THE POC SIZE WAS CALCULATED FOR A 8 HR X 6 DAYS/WEEK IRRIGATION WINDOW TO IRRIGATE THE TURF GRASS. 3. ADJUST INDIVIDUAL STATION RUN TIMES AS NECESSARY TO ACCOMMODATE PLANT ESTABLISHMENT, PLANT TYPE, 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. 1 HYDRAULIC ESTIMATION 2 ANNUAL WATER USE CHART IRRIGATION CHARTS