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HomeMy WebLinkAbout15-016 Map 2[2 IRRIGATION —SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL Rain Bird RWS—B—C 6 30 H Root Watering System with 4.0" diameter x 36.0" 1401 1404 t 40z Taos long with locking grate, semi —rigid mesh tube, and check valve. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird ASVF 1 Electric Remote Control Valve, with Atmospheric Backflow Preventer. 3/4", 1" Available. Buckner —Superior AV 1 ® 3/4", 1", 1-1/4", 1-1/2", and 2" Red Brass Angle Manual Control Valves with Cross Handle. Rain Bird ESP4MEi © 4 Station, Hybrid Modular Indoor Controller. For Residential or Light Commercial Applications. Irrigation Lateral Line: PVC Schedule 40 PVC Schedule 40 irrigation pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. Irrigation Mainline: PVC Schedule 40 ---------- PVC Schedule 40 irrigation pipe. Valve Callout # Valve Number #" # Valve Flow Valve Size * ALL QUANTITIES ARE APPROXIMATE ONLY, CONTRACTOR SHOULD VERIFY EXACT QUANTITIES PRIOR TO BIDDING AND INSTALLATION. ZONE SCHEDULE ZONE HEAD TYPE GPM 1 Bubbler 6 �V& GRAPHIC SCALE IN FEET 10' 0 10 ---------M IRRIGPLTION NOTES 1. ALL IRRIGATION SLEEVING UNDER PAVEMENTS SHALL BE 4" SCHEDULE 40 PVC (UNLESS - NOTED OTHERWISE) PLACED 18" - 24" BELOW FINISH GRADE. TAPE OR CAP ENDS SHUT. BACKFILL WITH CRUSHED LIMESTONE GRAVEL AND COMPACT ACCORDING TO EARTHWORK SPECIFICATIONS. MARK THE ENDS OF SLEEVES WITH WOOD STAKES OR STEEL'T' POSTS. VERIFY ACTUAL LOCATIONS ON SITE. 2. THIS IRRIGATION DESIGN IS BASED ON A DYNAMIC WATER PRESSURE OF 55 PSI @ 35 GPM. CONTRACTOR SHALL VERIFY AND NOTIFY LANDSCAPE ARCHITECT IF PRESSURE IS LESS THAN OR SIGNIFICANTLY HIGHER BEFORE PROCEEDING WITH INSTALLATION. 3. INSTALL RPZ IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE REGULATIONS. 4. AN INSULATED, FIBERGLASS ENCLOSURE IS TO BE INSTALLED OVER THE RPZ ASSEMBLY. 5. INSTALL CONTROLLER INSIDE BUILDING OR IF INSTALLED OUTSIDE IT MUST BE PLACED INSIDE OF A LOCKING ENCLOSURE. COORDINATE LOCATION WITH OWNER. 6. APPROPRIATE SIZE VALVE BOXES ARE TO BE INSTALLED OVER ALL VALVES. 7. THE GENERAL CONTRACTOR TO PROVIDE ADEQUATE ELECTRICAL OUTLETS FOR ALL IRRIGATION CONTROLS. 8. CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS, ADHERE TO ALL MUNICIPAL CODES AND FOLLOW STANDARD AND ACCEPTED LOCAL PRACTICES. 9. AN AUTOMATIC DRAIN VALVE SHALL BE INSTALLED AT THE LOWEST PORTION OF EACH ZONE AND AT 100, INTERVALS ON THE MAINLINE (SEE DETAIL). 10. THIS IRRIGATION DESIGN IS DIAGRAMMATIC ONLY. THE INTENT OF THIS DESIGN IS TO SHOW THE GENERAL LAYOUT AND LOGIC OF THE SYSTEM. SCALED MEASUREMENTS, QUANTITIES AND ACTUAL LOCATION OF EQUIPMENT MAY VARY DUE TO FIELD ADJUSTMETNS. PIPING LAYOUT IS SCEMATIC. LOCATE HEADS, LINES AND WIRING ALONG BACK OF CURBS AND BED EDGES. COMBINE LINES AND WIRING IN COMMON TRENCHES WHERE POSSIBLE. PLACE HEADS DIRECTLY ADJACENT TO CURBS AND EDGES. PLACE VALVES IN ACCESSIBLE LOCATIONS. NO LINES ARE TO BE PLACED UNDER VEHICULAR PAVING AREAS UNLESS IN IRRIGATION SLEEVES. 11. PROVIDE 100%COVERAGE FOR ALL LANDSCAPE AREAS AND MAKE FINAL ADJUSTMENTS TO OBTAIN OPTIMAL PERFORMANCE, 100% COVERAGE WILL BE DEFINED AS HAVING HEAD TO HEAD COVERAGE IN ALL DIRECTIONS AND IN ALL AREAS. THERE SHALL BE NO SHRUB HEADS PLACED ON THE SAME ZONE WITH TURF HEADS. THERE SHALL BE NO TURF HEADS PLACED ON THE SAME ZONE WITH SHRUB HEADS, 12. REVIEW AND REPORT ANY DISCREPENCIES SHOWN ON THE PLAN, FOR CORRECTION, PRIOR TO PROCEEDING WITH RELATED WORK. 13. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS DETAILS AND SPECIFICATIONS. 14. PLACE ALL PIPING ON THE PERIMETER OF LANDSCAPE AREAS WHERE POSSIBLE. PLACE VALVES IN PLANTING AREAS WHERE POSSIBLE. LIMIT TRENCHING AROUND EXISTING TREES AS MUCH AS POSSIBLE. BE AWARE OF THE LOCATION OF NEW TREES AND SHRUBS AND PLACE PIPING AWAY FROM THE ROOT BALLS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL UTILITIES DURING THE INSTALLATION. CONTRACTOR SHALL CONFIRM THE LOCATION OF THE UTILITIES PRIOR TO STARTING ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ONE -CALL SYSTEM @ 1.800.482.8998. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE BASED ON SURVEY INFORMATION, SITE DEVELOPMENT PLANS, UTILITY RECORDS, ETC. 16. SOME PIPING MAY BE SHOWN OFF PROPERTY OR OUTSIDE OF SLEEVES FOR GRAPHIC PURPOSES ONLY. PLACE ALL IRRIGATION COMPONENTS ON THE PROPERTY AND IN APPROPRIATE SLEEVES. 4" MIN. CLEARANCE PAVING \=DITCH FINISH GRADE SLEEVES COMPACTED BACKFILL --_J11IIII IIII,i- 18" MIN. III IIII LATERAL PVC LINE PVC CAP (TYPICAL) 7MIN -III _IIII-' TO AVING FINISH GRADE 4" SAND :.':•;.}.:'' AROUND ALL PIPE � MIN. ,.,..'1'•.. MAIN PVC LINE. TAPE .� WIRES TO BOTTOM �—PVC CAP SIDE OF MAIN LINE (TYPICAL) AT 10'-0" O.C. NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40 PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24—INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. TRENCH SECTION SLEEVING 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Grafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CTA PROJECT NUMBER: 15801200 A R C H I T E C T S P. 300 PULASKI STREET LITTLE ROCK, ARKANSAS 72201 501.666.6600 FAX 501.666.5177 Tommy@jamesonarchitects.com STRUCTURAL Kenneth Jones 8 Associates 700 South Shiller Little Rock, AR 72201 Phone: 501.379.8139 Fax: 501.379.8153 MECHANICAL MPE Consulting Engineers #8 Shockleford Plaza, Suite 200 Little Rock, AR 72211 Phone: 501.227.8181 Fax: 501.277.8353 ELECTRICAL Lucas-Mealot 8 Associates 2225 West 7th Sheet Little Rock AR 72201 Phone: 501.374.3522 Fax: 501.375.7505 PLUMBING MPE Consulting Engineers #8 Shackleford Plaza, Suite 200 Little Rock, AR 72211 Phone: 501.227.8181 Fox: 501.277.8353 W W 0 N W a � C Z a` C v Q O O FOR Terraforma LLC Little Rock, Arkansas S Crssr',''�i APB, ., .� � ..... FRANK 9,f� �J ` AAA ; ✓fit,. '• %....••••A%``��`• ` ''�,� R N S JA �.�` tttn 11111"`` IRRIGATION PLAN Project Number: 14-001 Date: 03/04/15 No. Revisions Date L I - 10 1