07-43-004140.00' PROPERTY LINE
i
i
i
$i
Fi
i
i
i
i
IRRIGATION 51TE PLAN
m
A""
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
THIS SYSTEM HAS BEEN DESIGNED AS A TYPICAL BLOCK VALVE TYPE USING TORO 510 SERIES SPRAY HEADS, TORO N. 53285 ELECTRIC SOLENOID
VALVES, 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_
IPe ING:
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 SCH 40 PVC,
PIPE INSTALLED ABOVE GRADE FOR THE BACK FLOW PREVENTER SHALL BE 5CH 40 GALVANIZED STEEL. ALL OTHER PIPING SHALL BE SCH 40
PVC.
PIPE SHALL BE INSTALLED SO BACKFLOW DEPTHS ARE MAINTAINED AT
(I) 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.
u.i
Q
s
rn
SPRINKLER MEAD LEGEND
m 12'R - 510 - 12H STRIP
0 12'R - 510 - 124 FULL
G
N GATE VALVE
PROVIDE RAIN
SENSOR
J -BOX
2' PVC
/� 2' FROM WELL 2 H.P. PUMP
/� WELL ----_
2 ZONE VALVE
MANIFOLD
1 -1/2'
TO ZONE 1
TO ZONE 2
_AWN SPRINKLER SCHEMATIC
cn
1' REDUCED PRES -%RE TYPE
BACKFLOW PREVENTOR
WILKINS Mo. 97511
Est
COG
2' MIN ABOV1,505
FIN16W GRADE
EVEL t CON
6' CONC. SLAB WITH PLC
04 • 12' E.W. 2
BACK FLOW PREVENTER DETAI
INNA
6
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278- -7473
WWW.BELLONMILANES.COM
AA- 0003505
°I
ARCHITECTURE
II
LAND PLANNING
kill
INTERIORS
CONSTRUCTION MANAGEMENT
I
W
U
z
W
0
w
ICE W D
a 0
U) 0) o
W u-
W Ul)' a
IL O
W N 0
J
W
D
V
►i
DATE: 02 -13 -01
41 DRAWN: ALEX P - A.P - J.P
h CHECKED: A.P
PROJ. NO: 2006L5052
10. 08 -28 -01 B.D.G.
2.
3.
ill 4.
BDC: BUILDING DEPT. COMMENTS
CC: CE70RDINAXTION.Cl ANGES
R 'AFTER APP � bUAL
.:
LEOPOLDO BE'LLON, Al
z AR- 008737
in
i-
to ANGEL MILANES, AIA
z AR- 0015845
0
3 OF