10-723R-005The c
plant
CON
The c
any c
or ca
NORTH
I = 1010"
4�
Desiened: 06-30-10
Drawn:
Checked:
Scale
As Shown
CFILE NO.
PROJECT ISSUE
icinity of existing, or newly planted trees.
back toward trees.
Planter B
j a m e s s a n t I a g o
landscape architecture and design
612 NE 14th Ave, Fort Lauderdale, Fl. 33304
TEL. 9.54- 560 -1695
EMAIL, JSANTIAGOLAINC @GMAIL.COM
IRRIGATION MASTER KEY
KEY NO, CODE I'T'EM DESCRIP'T'ION
INSTALLA'T'ION SPEC.
UUV I
WIRE
GPM
4
11-10-201C
Site Plan Revision, La and Ir Plans
JS
3
9 -7 -2010
Revision #3 Irrigation plan
JS
2
8 -11 -2010
Revision #2.
JS
1
8 -6 -2010
Revision #1.
JS
NO.
DATE
REVISION
BY
4�
Desiened: 06-30-10
Drawn:
Checked:
Scale
As Shown
CFILE NO.
PROJECT ISSUE
icinity of existing, or newly planted trees.
back toward trees.
Planter B
j a m e s s a n t I a g o
landscape architecture and design
612 NE 14th Ave, Fort Lauderdale, Fl. 33304
TEL. 9.54- 560 -1695
EMAIL, JSANTIAGOLAINC @GMAIL.COM
IRRIGATION MASTER KEY
KEY NO, CODE I'T'EM DESCRIP'T'ION
INSTALLA'T'ION SPEC.
NO'T'E
1. IRRIGATION CONTRAC'T'OR SHALL NOT BE ALLOWED TO USE A
MECHANICAL TRENCHER WHEN INSTALLING LATERALS, MAINS, AND /OR
WIRING OR ANY OTHER MATERIAL NECESSARY FOR THE IRRIGATION
SYS'T'EM WITHIN 10' FROM THE iii +'ACE OF AN EXISTING TREE. ALL
TRENCHES WITHIN THE 10' O.F THE TREE SHALL BE HAND DUG. ALL
ROOTS EXPOSED SHALL BE CUT CLEANLY WITH NO,JAGGED EDGES
AND /OR `PEARS.
2. THE IRRIGATION CONTRACTOR FOR THIS PROJECT SHALL BE
RESPONSIBLE TO RUN ALL WIRES FROM THE POINT OF CONNECTION TO
ALL VALVES.
3. ANY CHANGE TO THE IRRIGA'T'ION EQUIPEMENT BY THE CONTACTOR
SHALL BE SUBMITTED IN WRI'T'ING TO THE LANDSCAPE ARCHITECT.
4. ALL IRRIGATION EQUIPEMENT SHALL BE INSTALLED PE, R'T'HE SOUTH
FLORIDA BUILDING CODE :LATEST EDITION.
5. ALL WORK TO BE ACCOMPLISHED WI'T'HIN PROPERTY LINES. ANY
WORK SHOWN ON PLANS OUTSIDE OF PROPERTY LINES IS STRICTLY FOR
GRAPHIC CLARITY. MAINLINE IS SOME'T'IMES SHOWN IN ASPHALT
UNDER SIDEWALK. THIS IS ALSO FOR GRAPHIC CLARITY; THE LINE
SHOULD BE RUN ADJACENT TO'TIJE HARDSCAPE.
6. 12" POPS SHALL BE USED IN GROUND COVER BEDS. NO SMALLER
SIZES SHALL BE USED.
7. THE LOCATIONS OF PIPE ARE SCHEMATIC. THE MAIN SHALL BE
LOCATED IN LANDSCAPE AREAS WITHIN PROPERTY LINES AND WILL
NOT BE LESS 'THAN 12" FROM ANY PAVEMENT.
8. THE CONTRACTOR SHALL COORDINATE WITH A.LL UTILITY AND
CONST'RUC'TION DOCUMENTS.
Irrigation Plan
& Details.
l►C
I
PIPE SIZING SCHEDULE 40
UUV I
WIRE
GPM
All irrigation control wires shall be U. L. approved 24V solid copper wire. Wires shalt operate 24 J 11.1LORIZIt ic spri,akle,
option
1
LOW
AN ATAE:MPT SHALL BE MADE TO UITLIZ.E THE
valves and enter the box from below. Individual control wires to be AWG size 14 gauge and common wires to be AWG
option
2
VOLT
EXISTING VALVE AND VALVE BOX T.HE CONTRACTOR
white size 12 gauge. NO SPLICES BETWEEN VALVES: ALL SPLICING SIIALL BE DONE IN VALVE BOXES
option
3
23
SHALL CONNECT THE NEW LINES TO THE EXISTING.
ONLY. All splices made with 3,VIBDY wire connectors. ALL VALVE BOX LOCATIONS TO BE APPROVED BY THE
option
4
31
-50
LAND. ARCH. ALL VALVE BOXES SET LEVEL W/ GRADE.
option
00V3I
VALVE
MAST
-70
All NEW Valves shall be installed in a separate AMETEK valve box. All valve boxes to be placed upon a 2" layer of gravel
(See Detail). All valves, with NP'L threaded nrppI' and then to PVC adapters. "Top stem of valve assembly to be G'
option
6*
VALVE
-110
below cap of valve cover box., Laterals @1.2 "depth- If v clue required to be installed in an angled position, it shall be per
PIPE SLEEVING SCHEDULE
i
manu'facturer's specifications.
U1
CODE
Contractor shall C- Oat1 ?I W� 811 EOCtIl C:OCIes C'�L lnCltlde 2LI1 dnCl all C,OCIe requirements It7 then' Base Bid.
comply Y � � 1 _
Contractor to supply cold install all check valves, back glow p�ieventcts, and supply in the bid the cost for all permits, etc., as
REQ.
No Extras shall be awarded the Contractor lot' materials or work that are a baste recluu'emcttt of codes
required by these codes even if those items are not shown on drawings. Each municipality making inspections for a job C.O.,
`
whethe;r notes or details are shown in sclicniatic flans or not ALL CONSTRUCTION MINIMUMS SHALL
shall have it's own list of rec tiirements which shall be included in the base bid and provided as part of the installation." It is
BE EQUAL TO OR GREAi'ER TITAN TILE STANDARDS AS SET FORT11 BY THE .FLORIDA
the sole responsibility of the General Contractor to assure compliance with all local codes.
IRRIGATION SOCIETY INC. (FIS)
�
02
CONTR
Hdv) IGATION, CONTRACTOR UTILITIES ABOVE AND BELOW GROUND.
i
Contractors shall be responsible for the location and verification of all overhead and underground utilities. Contractor shall
coordinate with all of the appropriate agencies to verify utilities in the field. Contractor shall be responsible for the protection
NO'T'E
and maintenance and any damage to existing utilities and structures that may occur in the implementation of the scope of this
project. CONTRACTORS MUST USE THE NEW STANDARD SCHEDULE OF COLORS DESIGNA'T'ED FOR
MARKINGS ON THE GROUND, 1994 edition or better.
MAIN LINEI,NOTU
MAIN LINES LOCATION IS SHOWN SCHEMATICALLY.
10
MAIN
LINE
ALL MAINLINE PIPE SIIALL BE SCII 40
Wherever possible, lateral lines are to be buried in convnon trench with mainline- All wires shall be run under mains for
NOTE
protection . All Mains shall be buried at minimum 24' depth. Mains should run deeper at road crossings. All pipe and
THE MAINLINE SHOWN ON PLANS IS SCIII'MAI'IC ONLY. MAINLINE SHALL BE INSTALLED
fitting materials shall be new. All pipe to be cut squarely and, burrs removed. All P.V.C. Mainline 4" and larger to be
WITHIN PROPERTY LINES AT ALL TIMES.
assembled with use of HARCO Gasketed fittings and poured, concrete thrust blocks as per manf. specifications.
314" Pipe to be Class 200. All other lateral pipe to be Class ass' 160, except where ground is rocky; in rocky ground SCII
1 1
PIPE'
LATERAL PIPE
40 pipe will be used or Class 21111/1611 will be protected on z It sides with at least 6" of clean, debris free builders sand. All
GEN
All New Pipe and Fittings.
laterals to be placed 12" minimum below grade. All lateral pipe under pavement to be sleeved. No lateral installed shall
NOTE
Size as noted in plans.
be less than 3/4 ".
12
PIPE
MAIN & LATERALS
Unless specifically detailed All PIPING locations shown tin plans are schematic. Contractor to adjust trenching in field
GE'N
for existing conditions, plantings and structures. Install pipes, clear of hedge roves and tree rootballs. Irrigation contractor is
responsible to adjust lines at his own expense if not coordinated with all other work.
NOTE
CONTRACTOR ADJUSTMENTS DOES NOT WARRANT ADDITIONAL COSTS BASED ON BASE BID.
{
�I
r r
14
SLV
SLEEVES 1:V1?S IN'1'IL[S CON1'KACT Sch. 40
Each sleeve shall be a minimum of two sizes larger than 1 ate
g' al pipe enclosed and each crossing shall include separate electrical
r r
LINE
Install as per details and specifications.
conduit sleeves. All sleeves under pavement or roads shall ,be a minimum of 24" below the top of paving to the top of the
r r�
NOTE
sleeve and under walks at 12" below grade. Irrigation contractor shall supply and place sleeves, responsible Tor their locations.
X
The GC shaft backfill and pave as required. All Asphalt bas", compaction and paving shall be made by the job's Paving
Contractor. f:
HEAD
SYM
RAINBIRD Stream Bubbler Nozzle.
d
5H -B Flidl and half heads
"All heads in open gratis areas to be mounted on polyprpe swinL joints_ Height of heads adjusted to finish grade and sod.
0
Full heads 5F 1.5 GPM
Heads on risers in shrub areas to be installed 6 "" above plant;height,with risers on rigid pvc swing joints ." ALL RISERS
-B
SHALL BE PAINTED WITH KRYLON JUNGLE GREEN OR EQUAL.
Half heads
COMMERCIAL � �
6 "COMMER POP-UP OI - -UI BODY where called for.
6" , 12" pop -up or as indicated on drawings.
24 EXTENSION AS NEEDED IN SHRUB BEDS
UOV 1 1
VALVE
VALVE, COVER BOX - AMETEK Heavy Duty Box with Locking Covers
All valve assemblies to be installed below grade shall include AMETEK valve boxes with a 2" layer of drainage gravel. as clean
dry ballast for a bottom. Install top of box hush with surroulding grade grass or mulch depending oar location. Group valve
BOX
JVB -12 Bos12 "d with I4 "x2U "C;over
assemblies so they are accessible with the correct size box. Ally substitutions must be approved by landscape architect by
providing sample or product information for review and written approval.
I
I
NO'T'E
1. IRRIGATION CONTRAC'T'OR SHALL NOT BE ALLOWED TO USE A
MECHANICAL TRENCHER WHEN INSTALLING LATERALS, MAINS, AND /OR
WIRING OR ANY OTHER MATERIAL NECESSARY FOR THE IRRIGATION
SYS'T'EM WITHIN 10' FROM THE iii +'ACE OF AN EXISTING TREE. ALL
TRENCHES WITHIN THE 10' O.F THE TREE SHALL BE HAND DUG. ALL
ROOTS EXPOSED SHALL BE CUT CLEANLY WITH NO,JAGGED EDGES
AND /OR `PEARS.
2. THE IRRIGATION CONTRACTOR FOR THIS PROJECT SHALL BE
RESPONSIBLE TO RUN ALL WIRES FROM THE POINT OF CONNECTION TO
ALL VALVES.
3. ANY CHANGE TO THE IRRIGA'T'ION EQUIPEMENT BY THE CONTACTOR
SHALL BE SUBMITTED IN WRI'T'ING TO THE LANDSCAPE ARCHITECT.
4. ALL IRRIGATION EQUIPEMENT SHALL BE INSTALLED PE, R'T'HE SOUTH
FLORIDA BUILDING CODE :LATEST EDITION.
5. ALL WORK TO BE ACCOMPLISHED WI'T'HIN PROPERTY LINES. ANY
WORK SHOWN ON PLANS OUTSIDE OF PROPERTY LINES IS STRICTLY FOR
GRAPHIC CLARITY. MAINLINE IS SOME'T'IMES SHOWN IN ASPHALT
UNDER SIDEWALK. THIS IS ALSO FOR GRAPHIC CLARITY; THE LINE
SHOULD BE RUN ADJACENT TO'TIJE HARDSCAPE.
6. 12" POPS SHALL BE USED IN GROUND COVER BEDS. NO SMALLER
SIZES SHALL BE USED.
7. THE LOCATIONS OF PIPE ARE SCHEMATIC. THE MAIN SHALL BE
LOCATED IN LANDSCAPE AREAS WITHIN PROPERTY LINES AND WILL
NOT BE LESS 'THAN 12" FROM ANY PAVEMENT.
8. THE CONTRACTOR SHALL COORDINATE WITH A.LL UTILITY AND
CONST'RUC'TION DOCUMENTS.
Irrigation Plan
& Details.
l►C
I
PIPE SIZING SCHEDULE 40
SLEEVE SIZE
0 -7
GPM
= 3/4 "11
option
1
8 -12
211
= 1"
option
2
13
-22
= 1 1/4"
option
3
23
-30
= 1 112"
option
4
31
-50
= 2"
option
5
51
-70
= 2 1/2'"
option
6*
71
-110
= 3"
PIPE SLEEVING SCHEDULE
PIPE SIZE
SLEEVE SIZE
11/4
2.5"
11/211
3"
211
I"
'61:6
21/2"+
c.
Le that no sleeve shall
!!
be less tl
t
ran 2"
SHEET
IR-1
SEAL #795, DA'Z'E