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02-930-005CONTRACTOR TO BRAND ZONE IDENTIFICATION ON TOP OF LID. AMETEK JUMBO VALVE BOX\ REC, WITH COVER \ TORO 252--06-04 ELECTRIC REMOTE CONTROL VALVE SCH, 80 NIPPLE T.O.E. SCH. BO ' UNION 8 CLASS 200�.\ LATERAL LINE \\ pppp CORRUGATED 10" PIPE Q MAINLINE 1, rA CONTROL V/ NTS 10" VALVE BOX / 1Mkkn IZ CkIANGULnK V1LVk CU X 7AW. FINISH \ i \ i\\ \ ' \ \ • GRADE GRADE \\ �\,'\�.� .\ \ � �; , =�' FINISH \ i \ \ TORO 570 SERIES HI -POP SCH 80 PVC SCH 80 PVC �\ FINISH GRADE \ � BALL VALVE HALL VALVE �lV FINISH GRADE RAIN BIRD QUICK COUPLING VALVE SCH. 80 NIPPLE (AS SPECIFIED IN LEGEND) T.O.E. SCH. 80 NIPPLE T.D.E. \ ---_- SCH. 80 NIPPLE T.O.E. SCH. 80 Ek 1 SCH. 80 ELL (90`) \ ELL SCH, 80 ELL SCH. 80 �13 SCH. 80 NIPPLE (3" LENGTH) 1/2" X a" SCH. 80 ��TT (TYPICAL) NIPPLE PVC NIPPLE Cam, (TYPICAL) SCH. 80 NIPPLE / / GALVANIZED NIPPLE�� (12" LENGTH) (3" LENGTH) SCH. 80 \/ ` �r PVC JT 1/2"-3/4" CRUSHED STONE LATERAL LINE //� �\` LFOE " 2 1/2" MARLEX �� �AT � I `� I `4� STREET ELLS CORRUGATED \ - �\ (1) SCH. 80 ELL (90') I" WATER METER, SYSTEM REQUIRES 16 GPM o 65 PSI: 10 PIPE MAINLINE (1) SCH. 110 NIPPLE (3" LENGTH) \y�i IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THB 1/2"-.3/4" CRUSHED STONE \ .. 2usHED STONE '�\ (1) 1/2" MARLEX STREET ELL SYSTEM REQUIREMENTS AT SITE BEFORE STARTING CONSTRUCTION. MANUAL DRAIN VALVE. DETAIL-E. _ B SOLAT ON BALL VALVE rc QUICK COUPLING VALVE D SHRUB SPRAY ® VACUUM BREAKER - REFER TO CIVIL PLANS. j NTS NTS NTS ' .--, a I . I ... I �-..--. .-.-.... , .-. . • .. r .-.• ,-.--, .-.I I r-r, i .-, r .r a rtl r,� i i i.r. wr�i Irrr� I ' I V\V L✓4 VV vv I 1..-! ♦.✓ 11►r 1.-V3Y I I -.I Y. I wl Iv Ir vvl. i I vw r . ....- r ..-, r.-..-I ; MOUNTED WITH SGH SO PVC BALL VALVE, DETAIL -A. " 5 S A SPRINKLER 15' RADIUS FULL-4.0 � OZ-12P 12 HI -POP SHRUB PR Y TORO 7 , DIMENSIONS (INCHES) CONTRACTOR TO COMPLY WITH ALL ,�( I 1" BRASS GATE VALVE B C D E WIDTH LOCAL CODES AND ORDINANCES IN STEP 1 NOTE: FOR WIRE SIZES #14, #12 AND #10. A �,�` A GPM, HALF-2.0 GPM, OUARTER--1.0 GPM, THREE CUAR7ER-3.0 OF'M, 50 PSI. DETAIL-D. I 6-7/854-3/8 2-7/8 2-3/4 0" VALVE BOX 1 13-3/" 12-3/4 6-7/4 2-7/8 2-3/4 RENTINGCOFTBACKFLOW PREVENNON 1/2y TORO 570Z-12P, 12" HI -POD' SHRUB SPRAY 5PRINKLER, 12' RADIUS, FULL-2:0 I O INSTALLATION AD 1 •4 DEVICE.- GPM, 30 PSI. DETAIL-D. 1-1/2" 16-3/4 9-7/8 5-1/2 4-7/8 4--'1/4 2" 17-3/4 9-7/�4 6-3/B 4-7/8 4-1/4 SLEEVES NOTE. IOF NSTALLER NOTTALLEDLEEVES SHALL PROPERLY INSTRESPONSIBLE TO LOCATE AMETEK JUMBO STRIP WIRES APPROXIMATELY 1/2" FROM ENDS TORO 5-10Z-12P, 12" HI -POD' SHRUB SIDE STRIP SPRAY 5FRINKLER, q' X IS' VALVE BOX STEP 2 AND TWIST ENDS TOGETHER. RADIUS, 1.5 GPM, 30 P51. DETAIL-D. TORO 57aZ-12P, 12" HI -POP SHRUB SIDE STRIP SPRAY SPRINKLER, 4' X 30' e" \ � \�-��' - � � RADIUS, 1.5 GPM, 30 P51. DETAIL-D. MAINLINE �\\ ��- FINISH GRADE -�/ WATTS DCA SERIES '/\� WATTS DC PREVENTER \ FINISH STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. TORO 570Z-12P, 12" HI -POP SHRUB END STRIP SPRAY Sfi RINKLZR; 4' X 15' PUSH WIRE NUT 12"MIN. GRADE INTO CONNECTOR m RADIUS, 1.0 GPM, 30 PSI. DETAIL-D. TO \ SOURCE e PAST TABS. \ y '/ / , T/' . �//' 0 TORO 570Z-6P, 6" POP-UP FLOOD BUBBLER, 5' RADIUS, 1.0 &FM, 30 PSI. DETAIL-L. 1„ PVC NIPPLE (TYP.) - \ SCH. SO �// \// ::r, ; ` / „ NIPPLE •� /\ 24 MIN. TORO 474-OI QUICK GOUPLINO VALVE 1 SIZE. CONTRACTOR TO SUF�'LY TWo GtCV SCH. 8D r / / /. UNION p (TYPICAL) STEP 4 STEP 5 / z KEYS AND MATCHING HOSE SWIVELS. DETAIL-G. 12" MIN. - STRAP TOP TO CLASS 200 PVC SLEEVE DOMESTIC FULL PORT BALL VALVE, SIZED SAME AS MAINLINE, IN OUT CONNECTOR. ` �14 7 \ \ � /\ �/� /��`" r MOUNTED IN AMETEK VALVE BOX, DETAIL-5. MAINLINE PIPE: I" SIZE IF NOT NOTED. GLASS 200 PVC. SYSTEM 1/2„-3/4 CRUSHED STONE MAINLINE SCH. aD UNION TABS 2 CUBIC FEET j BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS- - - - - IRRIGATION SLEEVE: GLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL-H CORRUGATED PIPE 1/2 3/4" CRUSHED STONE LATERAL LINE PIPE: CLASS 200 PVC, 51ZE NOTED. irF BACK�LOW PREVENTERI (7� MANUAL DRAIN VALVE rG*'�� WIRE CONNECTIONrH SLEEVNC j NTS . _._... � . - III ELECTRICAL CONDUIT SLEEVE. I 1 NTS - Q �/ NTS IRRIGATION CONTACTOR SHALL SUBMIT BACKFLOW DETAIL TO J M D B I NTs NOTES: I LOCAL AUTHORITIES FOR APPROVAL BEFORE STARTING CONSTRUCTION. I. ALL SFRINKLER5 WILL BE MOUNTED ON (5) MARLEX STREET ELLS WITH A sGHED. 80 NIPPLE SIZE OF SPRINKLER INLET. 2. GONTRAGTOR TO UTILIZF_ A AUTOMATIC DRAIN CHECK VALVE DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 3. ALL WIRE WILL BE COLOR CODED DIRECT BURIAL UL/UF WIRE: COMMON (WHITE) #12-I, CONTROL (RED) #14-1. 4. ALL PIPING AND WIRING UNDER HARDTOP5 WILL BE IN GLASS 200 PVG FIFE SLEEVE. NOTE: 1. ALL WIRING T0 �! E TYFI GAS. VALVE I ND I GATDR INSTALLED LED k AS PER LOCAL CODE. 2. SEE CONTROLLER MANUAL FOR RAIN BIRD MOUNTING INSTRUCTIONS - CONTROLLER CONTROLLER 3. INSTALL ALL MANUFACTURER'S 28.5 (5ALLUN5 FER MIN. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE RECOMMENDED LIGHTNING TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING- PROTECTION AND GROUND NOTE TO IRRIGATION CONTRACTOR: PARAPET COPING ROD GRID. 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO 0 STATI �N NUM3)=� SUPPLY, LATERAL MAIN LATERAL LOW -VOLTAGE 120 VOLT 6" CHANNEL ELECTRICAL CONNECTION DEVICE AND WHERE IRRIGATION HEADS CANNOT MAIN PPL T BOX WITH TERMINAL BLOCK TO INTERFACE SPRAY INTO SENSOR AREA. RAIN SENSOR " AND LOW -VOLTAGE WIRING SUPPLY LINE WIRING WIRING ~' FIELD WIRING AND CONTROLLER 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S VA�--V SILK 6-8'� © LIGHTNING PROTECTION SPECIFICATIONS. --------- RAnu�It31MD 3. INSTALL WHERE RAIN CAN FALL DIRECTLY INTO j 12"12" ? T 12 T 12 12 DEVICE. WIRE CONNECTIONS BY IRRIGATION TUBING OR 18 \ 18„ I �� WALL CONTRACTOR. WIRING LATERAL C� ' •', ELECTRICAL CONDUIT TO RAIN SENSOR MAIN LINE � � � 2" 2„ 2„� '.•; JUNCTION BOX (BY OTHER \ CONTROL .' ALL 120 VOLT WIRING IN CONDUIT WIRES ) .,. ' W WIRES AND CONNECTIONS BY W W W W W W W W w W W W IN ACCORDANCE WITH IRRIGATION CONTRACTOR, w W W w W LOCAL CODE. COMMON • 120 VOLT . ELECTRICAL CONDUIT BY W WIRE ILL DIRECT CONTROLLER GENERAL. CONTRACTOR. POWER AND BURIAL WIRES I W w W W W w W w GROUND WIRES (TO REMOTE 20, W W w w w CONTROL W W w W W W W , W CONDUIT VALVES) W W W w W `Y W : W W W W TIE A LOOSE 20" LOOP IN • :. ALL MAIN SUPPLY LINES w W W W W W WIRING AT ALL CHANGES OF FINISH REMOTE TO BE INSTALLED IN DIRECTION GREATER THAN 3D' FLOOR GRADE COMMON WIRE TO VALVES CONTROL TAPE AND BUNDLE ACCORDANCE WITH UNTIE ALL LOOPS AFTER ALL VALVE TUBING OR WIRING MANUFACTURER'S INSTAL- CONNECTIONS HAVE BEEN AT 20' INTERVALS. LATION SPECIFICATIONS. COMPLETED. 4 CONTROL WIRE TO VALVES TRENCHNG rK RAIN SENSOR NTS NTS 0EI EFZAL NOTES CONTROLLER I NTS 1. ALL MAINLINES TO HAVE A MINIMUM OF IS" OF COVER. (CLASS 200 16. CONTRACTOR To UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE PVC PIPE). WHERE LOW HEAD DRAINAGE MAY OCCUR. 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12 OF 17. ALL 5PRINKLER5 TO BE MOUNTED ON SWING JOINTS - REFER TO COVER. (GLASS 200 PVC, PIPE). DETAILS. NO ROCKS, BOULDER, aR OTHER EXTRANoUS MATERIALS Ta BE USED 18. GONTRAOTOR SHALL 3RAND VALVE BOX I.D. aN ALL COVERS. FINISH IN SACKFILLING OF TRENCH. �IJ• 19. 24 VOLT WIRE SHALL SE COLOR GORED; COMMON -WHITE, CONTROL -RED. GRADE 4. ALL PIPE To BE INSTALLED AS PER MANUFACTURERS' SPEGIFIGATION5. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED GROUNDING TORO 570 SERIES 5. ALL THREADED JOINTS TO BE COATED WITH T><FLON TAPE OR LIaUID EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT N17H (2) 5/5 TEFLoN. 6. ALL LINES To BE THOROUGHLY FLUSHED SEFORI! INSTALLATION of COPPER GLAD GROUND RODS. 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON FAULT SPRINKL3=R HEADS. GROUND AND LIGHTNING PROTECTION. 7. SPRINKLER AND RELATED EGtU I PMENT TO BE INSTALLED AS PER DETAILS. 1/2" x a" SCH. as 8. ALL ELECTRICAL JOINTS To BE MADE USING WATERPROOF CONNECTIONS 22• ALL MATERIAL TO BE SUPPLIED BY CONTRAG70R TO OWNER: PVC NIPPLE AS SHOWN ON DETAILS. A. Two WRENCHES FOR 1:)15AS5EMSLIN0 AND ADJUSTING EACH TYPE OF SPRINKLER HEADS AND VALVE SUPPLIED. r cl, ALL ECU IPMENT NOT SPECIFIED IN THE LEGEND SHALL SE DETERMINED B. TWO KEYS FOR EACH OF THE AUTOMATI G CONTROLLERS. AND FURNISHED BY THE CONTRACTOR. G: TWO QU I GK COUPLER KEYS WITH MATCHING HOSE SWIVELS. la. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT LATERAL LINE/ A VALVE CONTROL BOX OR ANOTHER VALVE SOX SPEGIFIGALLY FOR 25. SYSTEM 15 DIAORAMMATIG TO IMPROVE CLARITY. ALL MAINLINE PIPING (2) 1/2 MARLEX CONNECTIONS. ELECTRIC VALVES AND WIRING.ARE TO BE INSTALLED IN LANDSCAPE AREAS `�atti STREET ELLS 11. ANY DISCREPANCY BETWEEN THI5 SHEET AND OTHERS IN THIS SET MUST AND WITHIN PROPERTY BOUNDARIES, GONT3zAGTOR SHALL REFERENCE THE ,.•4'� lit BE REFERRED TO THE IRRIGATION CONSULTANT S'Y THE CONTRACTOR LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT FOR CLARIFICATION BEFORE PREGI<7-171N0 WITH THE WORK. WITH PLANT MATERIALS EXISTING OR NEW. 12. ALL 24 VOLT WIRE SHALL BE #12 UF/UL FOR COMMON WIRE, AND #14 24. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR UF/UL FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER. PROVER COVERAGE. . -� (1) 1/2" MARLEX STREET ELL 15. CONTRACTOR TO BE RESPONSIBLE FaR PROPER GOVERAOE OF AREAS 25, CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. TO BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS.. �- `•• ' �Lo00 BUBBLER .., L DUI TO BLOCKAGE BY EXISTING OR PROPOSED SIT)r FEATURES, 26. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT -OF -NAY AND 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER BAGKFLOW REaUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS NTS EOUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM PLANS PLANTING, i.e. VERIF r ROOT BALL SIZE FOR PLANTING. AND SPECIFICATIONS. „ A 15. CONTRACTOR SHALL PROVIDE EXPANSION (OILS AT EACH WIRE CONNECTION IN VALVE BOX (WRAP AROUND 5/4" PIPE 12 TIMES). yr DRAWING TITLE - ALVAREZ ASSOC. INC. CHANDLER AND ASSOCIATES NO. NO. DATE (VISION ND. DATE REVISION IRRIGATION DETAILS OWNER/DEVELOPER: THE PLAZA 57 LANARCHITECT ARCHITECTURE P.A. AADSCAPE a 0003050 A 8-27-03 ST)REETSCAPE CHANGES PER 73rd STREET GUIgEUNES 1 LA 0000926 JASON R. CHANDLER, A.I.A. AR. NO. 16055 COMPANY SUITE 400 7300 S.W. 67TH COURT 1$5 FOX TRACE ATHENS, GEORGIA 3Q6Q6 5940 SOUTH WEST 73RD STREET SOUTH MLAMI, FLORIDA 33143 SCALE DATE, APRIL 16, 2001 100;L C.D. PROJECT NO- #902.2 DRAWING NO, 4960 S.W. 72 AVENUE CITY OF SOUTH MIAMI MIAMI, FLORIDA 33155 SOUTH MIAMI, FLORIDA 33143 TEL (706) 548-9710 FAX (706) 54E-EE95 TEL (soy) 669-7592 FAX (305) 669-7593 L_5 306.662.1421 COCYItIG}Lf 197! COPYRIGHT 2001