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07-43-005Y L N O E U 7 N N �J VI � � U 7 - � E N T Qj R N � 0 Qi o L � u�._u �Lfl-u O O N U •� c u � � u N Z u tj s -IOU al v O L 3 IF= Q3 U E O U U � V n 43 U U � Qj N ai u n• zsoN s LU u u 0 aa�o� �0 �O poU �z o9 m acri o nju O U D7 Kl- U U _ d 6 o�- o UA 13 N v W'- O m `6 u Qj o �, q) A) Q) zn 4) if N p V c 0 Q I - EE N E � N rn 2 � L � N�rn� • � � U U L U O a O E ;2 ��Q) cO N � � 0 � • z-6��o L8Zu ui UJA u : E a �z� m� oQo 6 N2 O wU Z per= w �p o U LIA c i� i it ij i' it �l i QQ PROPERTY LNE IRRIGATION NOTES: GENERAL: SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES, CONTRACT DRAWINGS AND CONTRACT SPECIFICATIONS AND FLORIDA BUILDING CODE 2004. IRRIGATION DESIGN BASED ON LANDSCAPE PLAN CONTRACTOR SHALL REFER TO THIS PLAN TO COORDINATE SPRINKLER LOCATIONS AND PIPE ROUTING. THIS DESIGN SHALL BE USED TO GUIDE ONLY. CONTRACTOR SHALL BE INSTALL THE SYSTEM TO MATCH ON SITE CONDITIONS AND TO OVERCOME THE INHERENT INACCURACIES THAT RESULT WHEN DESIGNING FROM BASE DRAWINGS SCALED AT 1/8'= I' -O'. THIS SYSTEM HAS BEEN DESIGNED AS A TYPICAL BLOCK VALVE TYPE USING TORO 510 SERIES SPRAY HEADS, TORO N. 53285 ELECTRIC SOLENOID VALVE6, AND A TORO ELECTRIC CONTROLLER A RAIN SWITCH SHALL BE INSTALLED IN THE SYSTEM. TO INSURE PROPER OPERATION OF THE SYSTEM, METER SIZE, PIPE AND WIRE SIZES, SPRINKLER SPACING, VALVE SIZES, ZONE CAPACITIES, INSTALLATION DETAILS AND SPECIFICATIONS SHALL BE FOLLEWED AS SHOWN. PIPING: PIPE ROUTING I SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITE CONDITIONS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND PIPE MANUFACTURER'S INSTRUCTIONS, PIPE ROUTE UNDER PAVEMENT, WALKS, AND PATIOS, AND THROUGH WALLS SHALL BE SLEEVED IN 5CH 40 PVC. PIPE INSTALLED ABOVE GRADE FOR THE BACK FLOW PREVENTER SHALL BE 5CH 40 GALVANIZED STEEL. ALL OTHER PIPING SHALL BE 5CH 40 PVC. PIPE SHALL BE INSTALLED SO BACKFLOW DEPTHS ARE MAINTAINED AT (1) 24' FOR ALL PIPE ROUTE UNDER PAVEMENT WITHOUT A SLEEVE. (2) AT 12' FOR ALL PIPE ROUTED UNDER PAVEMENT AND SLEEVE. (3) AT 12' FOR ALL LATERAL PIPE ROUTED IN LANDSCAPED AREAS, AND (4) at 18' FOR MAIN LINE ROUTE IN LANDSCAPED AREAS. BACKFILL SHALL BE OF SUITABLE MATERIAL FREE OF ROCKS, STONES OR OTHER DEBRIS THAT WOULD DAMAGE COMPONENTS OF THE IRRIGATION SYSTEM. IRRIGAT110N SI YALE- 1/8'- - AN ui z rn Cn SFRINKI_ER HEA4) LEGEND 9 12'R - 510 - 12H STRIP p 12'R - 510 - 12H FULL TC GATE VALVE 2 ZONE SALVE 21 � 2' , —C MANIFOLD J -BOX 1.1/2, PVG 2' PVC 2' FROM WATER 2 HP. PUMP 1 -I/2' PVC PIPE. zi * PROVIDE RAIN SENSOR TO ZONE 1 TO ZONE 2 LAWN SPRINKLER SCNVMAfile Ci "Y of South FAli:�r,li Building Depu;"il tic-nt fl V • V • � • u u u y v V u yV• Qq U ., V V • !, y y uV © J V y r � � V Y ' ' • v V V V V•• i •W • V r• r r y V V (. u U U V i 12901 S.W. 132 AVE iI MIAMI, FLORIDA 33186 I T. (305) 278 -7776 F. (305) 278 -7473 WWW.BELLONMILANES.COM AA- 0003505 �I ARCHITECTURE LAND PLANNING INTERIORS CONSTRUCTION MANAGEMENT �I w U z w W O 4 � W W a CL © L� co -- I- w r::/:')� vi W �� k DATE: 02 -13 -01 I� DRAWN: ALEX P - A.P - JP �I CHECKED: A_P PROJ. NO: 200&L5052 li 2. 3. BDC: BUILDING DEPT, COMMENTS CC: COORDINATION CHANGES 'I AB: AS' =BUILD ., A RAP- REV S ION .AFTER`•ARPROVAL_ 'o 7- -7 —o a I I LEOPOLDO BELLON, AIA z AR- 008737 ti ,r ANGEL MILANES, AIA AR- 0015845-'` I