11-756-004SYMBOL
MODEL NO
LEGEND
DESCRIPTION
* EST. QUANTITY
C
PA8S -5H -B
RAIN BIRD STREAM BUBBLER
08
A
PARS- 5CST -B
RAIN BIRD STREAM BUBBLER
29
19m
PA8S- PRS -IOH
RAIN BIRD SHRUB SPRAY
01
■IW
PA8S- PRS -IOF
RAIN BIRD SHRUB SPRAY
02
GLCS
PA8S- PRS -I5LCS
RAIN BIRD SHRUB SPRAY
01
ASST
PABS- PRS -I5SST
RAIN BIRD SHRUB SPRAY
07
08V
1812- PRS -8V
RAIN BIRD 12' POP -UP SPRAY
04
080
1812 - PRS -80
RAIN BIRD 12' POP -UP SPRAY
05
OBT
1812- PRS -8T
RAIN BIRD 12' POP -UP SPRAY
03
e8H
1812- PRS -8H
RAIN BIRD 12' POP -UP SPRAY
06
O1v
1812- PRS -IOV
RAIN BIRD 12' POP -UP SPRAY
05
(5'w
1812 - PRS -100
RAIN BIRD 12' POP -UP SPRAY
17
O10T
1812- PRS -IOT
RAIN BIRD 12' POP -UP SPRAY
06
eNH
1812- PRS -10H
RAIN BIRD 12' POP -UP SPRAY
13
O'0
1812- PRS -120
RAIN BIRD 12' POP -UP SPRAY
03
OAT
1812- PRS -12T
RAIN BIRD 12' POP -UP SPRAY
01
OEST
1812- PRS -I5EST
RAIN BIRD 12' POP -UP SPRAY
06
ORM
1812- PRS -l5RCS
RAIN BIRD 12' POP -UP SPRAY
1B
GLcs
1812- PRS -I5LCS
RAIN BIRD 12' POP -UP SPRAY
20
essT
1812 - PRS -I5SST
RAIN BIRD 12' POP -UP SPRAY
51
OUV
1812- PRS -15V
RAIN BIRD 12' POP -UP SPRAY
01
(9=
1812- PRS -150
RAIN BIRD 12' POP -UP SPRAY
11
BUT
1812- PRS -15T
RAIN BIRD 12' POP -UP SPRAY
01
915'
1812- PRS -15H
RAIN BIRD 12' POP -UP SPRAY
08
00�
RAIN BIRD 2' SOLENOID VALVE
04
b w
ESP -SMT4
RAIN BIRD 4 STA. CONTROLLER
01
MTSHVN
RAIN BIRD 3 STA. EXPANSION MODULE 01
WTS1wN
12' MIN
PAIGE THHN WIRE
AS REQUIRED
SCH 40 P/C RISER
LENGTH TO BE
#14 AWG VALVE CONTROL
�IATERAI.
#12 AWG VALVE COMMON
HITT SHM
SITE TO INSURE NONm
NOZZLE
SCH 40 GALVANIZED STEEL
AS REQUIRED
-,
SCH 40 PVC
AS REQUIRED
-•••-
MAIN LINE
LATERALS
SLEEVES
No sMvN
SPRINKLER RISERS
WT SWVN
PVC FITTINGS
' • • • •
WIRE CONDUIT
++
GATE VALVE (TO LINE SIZE)
Ol
fro+
VALVE BOX
05
0 CV
GROUNDING LOCATION
01
ABP
BACK FLOW PREVENTER
BY OTHERS
■
CITY WATER METER
BY OTHERS
NOTE, ABOVE QUANTITIES ARE FOR COMPARISON ONLY.
CONTRACTOR SHALL
VERIFY PRIOR TO SUBMITTING BID.
STA
VALVE SPRINKLER VALVE
ZONE SUMMARY CHART
WATER RUN
WEEKLY
NO
TYPE
SIZE DEMAND *TIME
USAGE
1
CW1 SPRAY
2' 60 GPM 60 MIN /WK
3,600 GAL /WK
2
CW2 SPRAY
2' 60 GPM 60 MIN /WK
3,600 GAL /WK
3
CW3 SPRAY
2' 55 GPM 60 MIN /WK
3,300 GAL /WK
4
CW4 SPRAY
2' PRAYER GARDEN 60 MIN /WK
5-7
SPARE
240 MIN /WK
10,500+ GAL /WK
* TO APPLY 1.5
IN /WK
LEGEND (SYSTEM
A)
MODEL NO
DESCRIPTION *
EST, QUANTITY
SYMBOL
0 ESP -4M
RAIN BIRD 4 STA. CONTROLLER
01
WT SNIIVN ESP -SM3
RAIN BIRD 3 STA. EXPANSION MODULE 01
(D Rs RDS -BEX
RAIN BIRD RAIN SENSOR
01
• • • • '
PAIGE THHN WIRE
AS REQUIRED
#14 AWG VALVE CONTROL
#12 AWG VALVE COMMON
SCH 40 PVC MAIN
AS REQUIRED
GATE VALVE /VALVE BOX
01
OPM
POINT -OF- CONNECTION
AS REQUIRED
CAPPED MAIN
AS REQUIRED
- -
MAIN /CONTROL WIRES
EXISTING
BACK FLOW PREVENTER
BY OTHERS
■
CITY WATER METER
BY OTHERS
DESCRIPTION
THE PUMP
STATION AND CONTROL
LINES FOR THE EXISTING IRRIGATION
IN THE AREA
ADJACENT
TO THE 8 STORY PARKING GARAGE AND 3 STORY HOSPITAL BUILDING HAVE
BEEN ELIMINATED AS A RESULT OF THE RENOVATION, A NEW CITY WATER SOURCE AND
CONTROL SYSTEM SHALL BE INSTALLED.
LEGEND (SYSTEM
B)
MODEL NO.
DESCRIPTION *
EST. QUANTITY
SYMBOL
0 ESP -24
RAIN BIRD AUTO. CONTROLLER
• EXISTING
®Rs RDS -BEX
RAIN BIRD RAIN SENSOR
01
• ' ' • •
PAIGE THHN WIRE
AS REQUIRED
#14 AWG VALVE CONTROL
#12 AWG VALVE COMMON
4+
GATE VALVE /VALVE BOX
01
SCH 40 PVC
AS REQUIRED
NEW MAIN LINE
• • • • •
NEW WIRE CONDUIT
OPM
POINT -OF- CONNECTION
AS REQUIRED
- -
MAIN /CONTROL WIRES
EXISTING
-x-
MAIN /CONTROL WIRES
ELIMINATED
O
SOLENOID VALVE
EXISTING
ABP
BACK FLOW PREVENTER
BY OTHERS
■
CITY WATER METER
BY OTHERS
• THE CONTROLLER SALVAGED FROM THE EXISTING PUMP STATION
SHALL BE ULITIZED.
DESCRIPTION
THE PUMP
STATION AND CONTROL
LINES SUPPLYING THE EXISTING IRRIGATION
IN THE AREA ADJACENT TO THE ONE STORY OFFICE BUILDING AND IN THE BUFFER
ALONG SW
63RD AVE HAVE BEEN
ELIMINATED AS A RESULT OF THE RENOVATION.
A NEW CITY WATER SOURCE AND
CONTROL SYSTEM SHALL BE INSTALLED.
RRIGATION NOTES & SPECIFICATION
AUTOMATIC IRRIGATION SYSTEM
WATER DEMAND / ZONE REFER TO PLAN
WATER SOURCE 2' CITY WATER METER /SYSTEM
PRESSURE REQUIRED 60 PSI
GENERAL
IRRIGATION SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES,
CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS, AND APPENDIX 'F' OF
THE FLORIDA BUILDING CODE.
IRRIGATION DESIGN BASED ON 'LANDSCAPE PLAN' DATED JULY 16, 2010.
CONTRACTOR SHALL REFER TO THIS PLAN TO COORDINATE SPRINKLER
LOCATIONS AND PIPE ROUTING WITH NEW AND EXISTING PLANT LOCATIONS.
IRRIGATION DESIGN ALSO BASED ON INFORMATION OBTAINED VIA MEETING
AND ON -SITE INSPECTION WITH MAINTENANCE PERSONNEL, AND
CAMPANILE +ASSOCIATES SURVEY DATED AUGUST 7, 1995. ALL INFORMATION
REGARDING EXISTING IRRIGATION SHALL BE VERIFIED ON SITE.
THESE IRRIGATION PLANS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR
SHALL INSTALL IRRIGATION TO MATCH ON SITE CONDITIONS AND TO
OVERCOME THE INHERENT INACCURACIES THAT RESULT WHEN DESIGNING
FROM BASE PLANS SCALED AT 1'= 16' AND 1' = 20'.
THIS IRRIGATION HAS BEEN DESIGNED AS A TYPICAL BLOCK VALVE TYPE
USING RAIN BIRD SPRAY SPRINKLERS, SOLENOID VALVES, AND CONTROL
SYSTEM. WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED.
THE WATER SOURCE FOR EACH SYSTEM SHALL BE A 2' DOMESTIC METER.
MINIMUM PRESSURE REQUIRED TO INSURE PROPER OPERATION IS 60 PSI.
REFER TO CIVIL ENGINEERING PLAN FOR ADDITIONAL INFORMATION
REGARDING THE METERS.
BACKFLOW PREVENTION SHALL BE INSTALLED TO MEET LOCAL CODE
REQUIREMENTS FOR CROSS CONNECTION CONTROL. A PRESSURE VACUUM BREAKER
HAS BEEN SPECIFIED PER SYSTEM. REFER TO CIVIL ENGINEERING PLAN FOR
ADDITIONAL INFORMATION REGARDING THE BACKFLOW PREVENTERS.
CONTRACTOR IS ADVISED TO VISIT THE SITE TO BECOME FAMILIAR WITH ON
SITE CONDITIONS, AND TO REFER TO THE PLAN FOR ADDITIONAL INFORMATION.
TO ENSURE PROPER OPERATION OF EACH SYSTEM, PRESSURE REQUIRED,
SOURCE SIZE, VALVE SIZES, ZONE CAPACITIES, SPRINKLER SPACING, PIPE
AND WIRE SIZES, INSTALLATION NOTES AND DETAILS, SPECIFICATIONS, AND
APPENDIX 'F' OF THE FLORIDA BUILDING CODE SHALL BE FOLLOWED.
SCOPE OF WORK
THE EXISTING IRRIGATION SYSTEM AFFECTED BY THE SMH CLINICAL EXPANSION
SHALL BE UPDATED TO MATCH NEW SITE CONDITIONS. PRESENTLY, THIS IRRIGATION
IS SUPPLIED FROM A PUMP AND WELL WHICH SHALL BE ELIMINATED. AS REQUESTED
BY THE OWNER, NEW IRRIGATION SHALL BE DIVIDED INTO THREE INDEPENDENT
SYSTEMS WITH CITY WATER AS THE SOURCE OF EACH SYSTEM. THE SCOPE OF WORK
INCLUDES BUT IS NOT LIMITED TO THE F❑LLOWINGI
SYSTEM 'CW'
1. INSTALLING THREE ZONES OF NEW IRRIGATION.
2. PROVIDING A WATER SOURCE TO A PRAYER GARDEN SO THIS EXISTING
IRRIGATION MAY BE INCORPORATED INTO THE CITY WATER SYSTEM.
SYSTEM 'A' (8 STORY PARKING GARAGE AND 3 STORY OFFICE BUILDING)
1. INSTALLING A NEW CONTROLLER AND RAIN SENSOR.
2. CONNECTING THE EXISTING MAIN LINE TO A NEW CITY WATER SOURCE.
3. CAPPING THE EXISTING MAIN LINE.
4. ROUTING NEW CONTROL WIRES TO CONNECT TO EXISTING WIRES.
SYSTEM 'B' (ONE STORY OFFICE BUILDING AND SW 63 AVE BUFFER)
1. INSTALLING A NEW AUTOMATIC CONTROLLER AND RAIN SENSOR.
2. CONNECTING THE EXISTING MAIN LINE TO A NEW CITY WATER SOURCE.
3. ELIMINATING THE EXISTING MAIN LINE AND CONTROL LINES WHICH ARE
ROUTED ABOVE GROUND AND ADJACENT TO THE WALL RUNNING PARALLEL
TO 63RD AVE.
4. INSTALLING A NEW SECTION OF MAIN LINE FROM TWO POINTS -OF- CONNECTION
TO PROVIDE A WATER SOURCE TO VALVES LOCATED IN THE BUFFER ALONG
63RD AVE.
5. INSTALLING NEW CONTROL WIRES AS NEEDED TO INSURE PROPER
OPERATION OF ALL SOLENOID VALVES.
6. CHANGING THE WATER SOURCE FOR VALVE B3 FROM WELL WATER
TO CITY WATER.
7. ELIMINATING THE INTERCONNECTION BETWEEN THE CITY WATER SOURCE
AND THE WELL WATER SOURCE AT VALVE B3.
ALL INFORMATION REGARDING EXISTING IRRIGATION OBTAINED THROUGH A MEETING
AND ON SITE INSPECTION WITH HOSPITAL MAINTENANCE PERSONNEL. INFORMATION
REGARDING EXISTING IRRIGATION SHALL BE VERIFIED ON SITE.
CONTRACTOR SHALL BE REQUIRED TO RESTORE TO GOOD WORKING ORDER ANY
COMPONENT OF THE EXISTING IRRIGATION SYSTEM THAT IS DAMAGED DURING THE
INSTALLATION AND SHALL BE RE -USED. ANY COMPONENT THAT IS DAMAGED SHALL
BE REPLACED WITH A COMPARABLE PRODUST.
CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL IRRIGATION AFFECTED
BY THIS HOSPITAL EXPANSION IS IN OPERABLE CONDITION UPON COMPLETION.
PIPING
PIPE ROUTING IS 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 ROUTED UNDER HARDSCAPED AREAS SHALL BE SLEEVED IN SCH 40 PVC.
EACH SLEEVE SHALL BEI (1) BURIED TO A MINIMUM DEPTH OF 24', (2)
TWO PIPE SIZES LARGER THAN CARRIER PIPE, AND (3) EXTENDED 3' BEYOND
HARDSCAPED AREA ON EACH END. CONTRACTOR SHALL VERIFY THE SIZE, DEPTH
AND LOCATION OF ALL EXISTING SLEEVES.
PIPE AND FITTINGS INSTALLED ABOVE GRADE AT EACH BACKFLOW PREVENTER
SHALL BE SCH 40 GALVANIZED STEEL. ALL OTHER PIPE AND FITTINGS SHALL BE
SCH 40 TYPE 1120 PVC.
PIPE SIZED TO LIMIT FLOW VELOCITIES TO 5 FEET /SECOND AND TO LIMIT
FRICTION LOSS IN THE PIPING NETWORK.
PIPE SHALL BE INSTALLED AT SUFFICIENT DEPTH BELOW GROUND TO PROTECT
IT FROM HAZARD SUCH AS VEHICULAR TRAFFIC OR ROUTINE OCCURRENCES
WHICH OCCUR IN THE NORMAL USE AND MAINTENANCE OF THE PROPERTY,
DEPTHS OF COVER SHALL MEET OR EXCEED SCS CODE 430 -DD. REFER TO THE
APPLICABLE DETAIL FOR ADDITIONAL INFORMATION.
BACKFILL SHALL BE OF SUITABLE MATERIAL, FREE OF ROCKS, STONES, AND
OTHER DEBRIS THAT WOULD DAMAGE IRRIGATION SYSTEM COMPONENTS.
A GATE VALVE SHALL BE INSTALLED IN EACH SYSTEM FOR ISOLATION. EACH
VALVE SHALL BE TO LINE SIZE AND INSTALLED IN A VALVE BOX. POROUS
MATERIAL SHALL BE INSTALLED PER BOX TO PROMOTE DRAINAGE.
EACH BACKFLOW PREVENTER SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL
CODES AND SHALL BE LOCATED TO BE HIDDEN FROM VIEW.
THE LOCATION OF POINTS -OF- CONNECTION TO EXISTING PIPING SHALL BE
VERIFIED ON SITE.
SPRINKLERS
SPRINKLER LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED
FOR LANDSCAPING, SITE LIGHTING, PREVAILING WIND, UTILITIES, ETC., TO
ENSURE PROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW.
SPRAY SPRINKLERS SHALL BE RAIN BIRD 1800 SERIES. SIX INCH POP -UP TYPE SHALL
BE INSTALLED IN AREAS LANDSCAPED WITH SOD AND MULCH, lr^_' POP -UP
TYPE SHALL BE INSTALLED IN AREAS LANDSCAPED WITH GROUND COVER
AND LOW SHRUBS, SHRUB HEADS SHALL BE INSTALLED IN AREAS LANDSCAPED
WITH TALL SHRUBS, AND BUBBLERS SHALL BE INSTALLED IN NARROW LANDSCAPED
AREAS.
POP -UP SPRAY SPRINKLERS LOCATED IN SOD AND LOW GROUND COVER SHALL BE
INSTALLED ON PVC SWING JOINTS CONSISTING OF MARLEX STREET ELBOWS
AND SCH 80 NIPPLES.
POP -UP SPRAY SPRINKLERS LOCATED IN LOW SHRUBS SHALL BE INSTALLED ON PVC
SWING JOINTS WITH 1/2' SCH 40 PVC RISERS TO A HEIGHT SO SPRINKLERS
ARE CONCEALED FROM VIEW EXCEPT DURING USE-
SHRUB HEADS AND BUBBLERS SHALL BE INSTALLED ON 1/2 SCH 40 PVC RISERS.
SHRUB HEADS SHALL BE INSTALLED A UNIFORM HEIGHT OF 6 INCHES ABOVE PLANTS
AND SHALL BE LOCATED WITHIN PLANT MASSES TO BE CONCEALED FROM VIEW.
BUBBLERS SHALL BE INSTALLED AT THE BASE TREES AND SHRUBS FOR LOW LEVEL
WATERING. RISERS SHALL BE BLACK TO BE LESS VISIBLE.
EACH SPRAY HEAD SHALL BE EQUIPPED WITH THE APPROPRIATE MPR NOZZLE,
SPRINKLERS SHALL BE INSTALLED AND MAINTAINED AT THE PROPER HEIGHT
TO ELIMINATE THE CHANCE OF INJURY AND TO MINIMIZE OVERTHROW ONTO
PAVEMENT.
ADJUSTMENT FEATURES OF SPRINKLERS SPECIFIED SHALL BE UTILIZED To
ENSURE PROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW.
SPRINKLERS LOCATED ADJACENT TO HARDSCAPED AREAS SHALL BE INSTALLED
AWAY FROM HARDSCAPED AREAS TO MINIMIZE OVERTHROW AND THE CHANCE
OF DAMAGE BY VEHICLES, PEDESTRIANS, AND LAWN MAINTENANCE
PERSONNEL. AS A GENERAL RULE, 6' POP -UP SPRAY HEADS SHALL BE
INSTALLED IN 4' AND 12' POP -UP HEADS AND SHRUB HEADS SHALL BE
INSTALLED IN 12'. REFER TO INSTALLATION DETAILS FOR ADDITIONAL
INFORMATION.
A RAIN BIRD ESP SERIES ELECTRIC CONTROL SYSTEM SHALL BE INSTALLED.
FOR SYSTEM 'CW' ONE 7 STATION SMART CONTROLLER SHALL ACTIVATE 4
® IN -LINE VALVES. FOR SYSTEM A, ONE 7 STATION CONTROLLER SHALL ACTIVATE
5 IN -LINE VALVES. FOR SYSTEM 'B', ONE EXISTING 24 STATION CONTROLLER
SHALL ACTIVATE 7 IN -LINE VALVES. ONE VALVE SHALL BE CONTROLLED
PER STATION. WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED.
CONT LL SHALL BE STALLE IN AC DA , H L AL DES
AND MANUFACTURER'S INSTRUCTIONS. PROPER GROUNDING EQUIPMENT
SHALL BE PROVIDED.
CONTROLLER LOCATION SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE. A 120 VAC ELECTRIC SOURCE IS REQUIRED PER
LOCATION.
CONTROL LINES FROM AUTOMATIC CONTROLLERS TO IN -LINE AUTOMATIC
VALVES SHALL BE #14 AWG THHN WHICH SHALL BE,
(1) INSTALLED IN ACCORDANCE WITH LOCAL CODES, (2) INSTALLED IN SCH 40 PVC
WIRE CONDUIT THROUGHOUT, (3) BURIED TO THE DEPTH OF THE MAIN LINE,
(4) COLOR CODED TO FACILITATE TROUBLESHOOTING, AND (5) SPLICED MOSTLY
AT VALVE LOCATIONS. SPLICES SHALL BE MADE WATERPROOF USING APPROVED
METHODS. SPARE WIRES SHALL BE ROUTED FROM EACH CONTROLLER IN ALL
DIRECTIONS TO THE FARTHEST VALVES CONTROLLED.
AN INDIVIDUAL CONTROL WIRE SHALL BE ROUTED TO EACH VALVE AND
VALVES WHICH OPERATE SIMULTANEOUSLY SHALL BE TEED TOGETHER AT
THE CONTROLLER.
AUTOMATIC VALVE LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE
ADJUSTED FOR ON SITE CONDITIONS. EACH VALVE SHALL BE INSTALLED IN A
VALVE BOX. A MINIMUM OF ONE CUBIC FOOT OF GRAVEL SHALL BE PROVIDED
PER BOX TO PROMOTE DRAINAGE.
WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS. EACH RAIN SENSOR AND WEATHER
SENSOR SHALL BE PLACED ON A STATIONARY STRUCTURE, MINIMUM OF 5'
® CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREE AND CLEAR OF ANY TREE
CANOPY OR OTHER OVERHEAD OBSTRUCTION, AND ABOVE THE HEIGHT OF
SPRINKLER COVERAGE.
TIMING AND PRECIPITATION
TIMING OF EACH STATION SHALL BE SET IN THE FIELD TO MATCH LOCAL
REQUIREMENTS. REFER TO ZONE SUMMARY CHART FOR RECOMMENDED RUN
TIMES TO APPLY 1.5 INCH /WEEK.
PROGRAMMING
SYSTEM SHALL BE PROGRAMMED TO INSURE IRRIGATION IS COMPLETED
WITHIN THE SFWMD GUIDELINES FOR PHASE II WATER RESTRICTIONS.
O I I •- PVC LATERAL
SPRINKLER DETAIL (NTS)
BUBBLER /SHRUB SPRAY
INSTALLED AT THE BASE OF
PLANTS FOR LOW LEVEL
WATERING
O
0
wrw
PIPE SIZE
DIMENSIONS
A
4'
C
3/4' TO 2'
C c
12'
SHRUB MASS
2 1/2' AND 3'
BUBBLER /SHRUB SPRAY
PR PU NNO=
4'
4' AND LARGER
24'
1><l
4'
8.18
PURPLE
9.19
(SIZE
10.20
GREY
COMMON
WHITE
SPARE
PINK
O
0 /3� S•H�RUB ADAPTER • Q• °
Al FINISHED GRADER
\
/
/
\
/
"^3
�• '" ( ^'i
\
/
12' POP- UP SPRINKLER
w ,,, •�, •
" c,, „ •r •
APPROVED BACKFILL
12'
/
\
3 HARDSCAPE
\
\
o
P o 0 4-
SPRAY SPRINKLER
n�
W • ••
v
BARBED HALE ELL
PVC SWING JOINT
14
HARDSCAPE
12' MIN
SCH 40 P/C RISER
LENGTH TO BE
SCH 40 PVC RISER
�IATERAI.
SITE TO INSURE NONm
NOZZLE
(LENGTH TO BE DETERMINED ON SITE)
-,
ABOVE
ELEVATES 4' ABOVE PLANTS
EL
O I I •- PVC LATERAL
SPRINKLER DETAIL (NTS)
BUBBLER /SHRUB SPRAY
INSTALLED AT THE BASE OF
PLANTS FOR LOW LEVEL
WATERING
O
0
wrw
PIPE SIZE
DIMENSIONS
A
B
C
3/4' TO 2'
18'
12'
4'
2 1/2' AND 3'
1B'
18'
4'
4' AND LARGER
24'
1><l
4'
FINISH GRADE
COMPACTED BACKFILL
UNDISTURBED SOIL
MAIN LINE
TRENCHING DETAIL (NTS)
NON- TRAFFIC AREAS
CONCRETE VALVE BOX
WrrH COVER MARKED
"GATE VALVE'
1 2uN ICAR2' IN
FINISH GRADE
NOMINAL 4' x 2 1/4' x e'
SOLID BRICK AT EACH CORNER
WIRES
GATE VALVE
PVC WALE ADAPTER
PVC WUNUNE CC(
AS NOTED IN LEGEND)
1 CU. FT. PEA GRAVEL
(4' LAYER MINIMUM)
NOTE-
USE 45 ELLS IMMEDIATELY OUTSIDE OF VALVE BOX, AS
NECESSARY. FOR TRANSITION TO REQUIRED MAINLINE DEPTH.
GATE VALVE DETAIL
NOT TO SCALE
CONTROLLER:
I BIRD ESP SERIES
1.5 -INCH PVC SCH 40 CONDUIT
AND FIRINGS
JUNCTION BOX
1 -INCH PVC SCH 40 CONDUIT
TO POWER SUPPLY
WIRES TO REMOTE CONTROL
VALVES
ESP AUTOMATIC CONTROLLER
NOT TO SCALE
SPRINKLER DETAIL (NTS)
POP-UP SPRAY ON PVC
SWING JOINT LOCATED
IN SOD OR MULCH
O
O
PIPE SIZE
DIMENSIONS
A
B
C
3/4' TO 2'
18'
12'
4'
2 1/2' AND 3'
IB'
18'
4'
4' AND LARGER
24'
><
4•
FINISH GRADE
COMPACTED BACKFILL
UNDISTURBED SOIL
MAIN LINE
TRENCHING DETAIL (NTS)
N❑N- TRAFFIC AREAS
WIRES IN
VC WIRE CONDUIT
PVC MAINLINE REMOTE CONTROL PVC SCH 80
I VALVE UNION
E)/ SWING JOINT
SPRINKLER DETAIL (NTS)
12' POP-UP ON PVC SWING
JOINT WITH RISER LOCATED IN
PLANT MASS MAINTAINED TO A
MINIMUM HEIGHT OF 24'.
SHRUB SPRINKLER
T, SHRUB MASS
/ \ \ SCH 40 PVC RISER
(LENGTH TO BE DETERMINED ON SITE)
LATERAL
SPRINKLER DETAIL (NTS)
SHRUB SPRAY ON RISER
AT INTERI ❑R LOCATION IN
PLANT MASS,
g0t �-oWWO�FQ 3
BRICK SUPPORT I CU. FT. PEA 12' x 18' PVC LATERAL
0- EA. CORNER) GRAVEL SUMP VALVE BOX LINE
REMOTE CONTROL VALVE DETAIL
WIRE COLOR CODING CHART
STATION #
WIRE COLOR
1.11
BLACK
2.12
RED
3.13
GREEN
4.14
5.15
QRANGE
6.16
7.17
BROWN
8.18
PURPLE
9.19
TAN
10.20
GREY
COMMON
WHITE
SPARE
PINK
NOT TO SCALE
Ot EAVE OF BUILDING
GRAIN SENSOR: RAIN BIRD RSD -BEx
3@WIRE TO IRRIGATION CONTROLLER
O4 PLASTIC TIE DOWN STRAP
@MOUNTING BRACKET
OE H CABLE
TIE BRACKET (RH OF
RAIN SENSOR
NOT TO SCALE
swING Jaw
SPRINKLER DETAIL (NTS)
12' POP-UP INSTALLED ON PVC SWING
JOINT LOCATED IN PLANT MASS MAINTAINED
TO A MAXIMUM HEIGHT OF 18'.
MPR PLUS NOZZLES
(SIZE PER PUN)
• -T- C � c
..............
....... .......
..............
....... .......
'
....... .......
SHRUBS /ANNUALS
' NOTE: INSTALL SPRINKLER
AT FDOSHED GRADE
APPROVED BACKFILL
HARDSCAPE
NOTE- CONTRACTOR MAY
12- (WIN) INSTALL PIPE TO SIDE
INLET
SPRAY SPRINKLER
BARBED MALE ELL
PVC SWING JOINT
LATERAL -
SPRINKLER DETAIL (NTS)
12' POP -UP SPRAY ON PVC SWING
JOINT LOCATED IN PLANTS MAINTAINED
TO A MAXIMUM HEIGHT OF 8'.
r'lrL JLLL V L i)L I H1L
NOT TO SCALE
ARCHITECT:
41W
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700 :
PLANNING ARCHITECT: y
:l
WILMOT SANZ
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
Gaithersburg, Maryland 20879
301 - 590 -2900 (Fax) 301- 590 -8150
STRUCTURAL ENgGINENNER: F
26R L)AN�INE�N INEEA
`i= , ❑RAMON R. DONNELL 0
❑PEDRO J. DUOUESNE
❑AIDA M. ALBAISA
SW 74M CT MWA A
4= OF LOF ORDA11 - AUTHMQ 200!
AIM UM 1Jf16
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
Coral Gables, FL 33134
RdesaaxiLOrm�t<pFeas phone: 305569.1692
fax: 305.569.1693
Dallas . Houston . Noshvlle . Miaml . Richmond
Austin . Denver . Phoenix . Washington D.C.
cord project number. 405112.038
EB00007&%
IT CONSULTANT:
VGENE BURTON & ASSOCIATES
Carol Gauge Panm Drin 5840 Wes 1 -20, Sane ISO
in. Teme.ee 37067 Arhn&n, Team 76017
6153763100 Phwr: 817.3632486
615.376.3114 Fka. 817.5672737
c• - gbuoa.oao
Medicd Equipment and Communications Plannm
IRRIGATION CONSULTANT: Kenneth DiDonato, Inc.
2212 Hollywood Blvd.
Hollywood. FL 33Q20
954923 -2SS5
SIGNAGE CONSULTANT: tgodesign
4649 Ponce de Leon Blvd.
Coral Gables. R 33146
30569 -2550
ACOUSTICS CO ULTANT: Kinsella -Marsh Group, Inc.
4045 Sheridan Ave.
Miami Beach. FL 33140
' 214-819 -1400
�. 'R 1 1 11 .> Q
�. dzi t.
1 .� .e
s
0891,
100% CONSTRUCTIO
DOCUMENTS`
REVISIONS:i
04-08 -2011 f'A
PROJECT NAME:
SMH - CLINICAL EXPANSION
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
..r f.• �»r♦.
COMM. NO. 40051.100
SCALE:
DATE: 10- 22- 201044,
DRAWN: >if
i•;re
CHECKED: BH ,�C
CADD FILE: H:INSTTTUTIONAL
DRAWING TITLE:`
IRRIGATION DIETAI11,6
SHEET NO.
R -2.0 f "1
E
X
\
/
/
12' MIN
i- 12' POP -UP SPRINKLER
swING Jaw
SPRINKLER DETAIL (NTS)
12' POP-UP INSTALLED ON PVC SWING
JOINT LOCATED IN PLANT MASS MAINTAINED
TO A MAXIMUM HEIGHT OF 18'.
MPR PLUS NOZZLES
(SIZE PER PUN)
• -T- C � c
..............
....... .......
..............
....... .......
'
....... .......
SHRUBS /ANNUALS
' NOTE: INSTALL SPRINKLER
AT FDOSHED GRADE
APPROVED BACKFILL
HARDSCAPE
NOTE- CONTRACTOR MAY
12- (WIN) INSTALL PIPE TO SIDE
INLET
SPRAY SPRINKLER
BARBED MALE ELL
PVC SWING JOINT
LATERAL -
SPRINKLER DETAIL (NTS)
12' POP -UP SPRAY ON PVC SWING
JOINT LOCATED IN PLANTS MAINTAINED
TO A MAXIMUM HEIGHT OF 8'.
r'lrL JLLL V L i)L I H1L
NOT TO SCALE
ARCHITECT:
41W
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700 :
PLANNING ARCHITECT: y
:l
WILMOT SANZ
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
Gaithersburg, Maryland 20879
301 - 590 -2900 (Fax) 301- 590 -8150
STRUCTURAL ENgGINENNER: F
26R L)AN�INE�N INEEA
`i= , ❑RAMON R. DONNELL 0
❑PEDRO J. DUOUESNE
❑AIDA M. ALBAISA
SW 74M CT MWA A
4= OF LOF ORDA11 - AUTHMQ 200!
AIM UM 1Jf16
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
Coral Gables, FL 33134
RdesaaxiLOrm�t<pFeas phone: 305569.1692
fax: 305.569.1693
Dallas . Houston . Noshvlle . Miaml . Richmond
Austin . Denver . Phoenix . Washington D.C.
cord project number. 405112.038
EB00007&%
IT CONSULTANT:
VGENE BURTON & ASSOCIATES
Carol Gauge Panm Drin 5840 Wes 1 -20, Sane ISO
in. Teme.ee 37067 Arhn&n, Team 76017
6153763100 Phwr: 817.3632486
615.376.3114 Fka. 817.5672737
c• - gbuoa.oao
Medicd Equipment and Communications Plannm
IRRIGATION CONSULTANT: Kenneth DiDonato, Inc.
2212 Hollywood Blvd.
Hollywood. FL 33Q20
954923 -2SS5
SIGNAGE CONSULTANT: tgodesign
4649 Ponce de Leon Blvd.
Coral Gables. R 33146
30569 -2550
ACOUSTICS CO ULTANT: Kinsella -Marsh Group, Inc.
4045 Sheridan Ave.
Miami Beach. FL 33140
' 214-819 -1400
�. 'R 1 1 11 .> Q
�. dzi t.
1 .� .e
s
0891,
100% CONSTRUCTIO
DOCUMENTS`
REVISIONS:i
04-08 -2011 f'A
PROJECT NAME:
SMH - CLINICAL EXPANSION
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
..r f.• �»r♦.
COMM. NO. 40051.100
SCALE:
DATE: 10- 22- 201044,
DRAWN: >if
i•;re
CHECKED: BH ,�C
CADD FILE: H:INSTTTUTIONAL
DRAWING TITLE:`
IRRIGATION DIETAI11,6
SHEET NO.
R -2.0 f "1
E