HomeMy WebLinkAboutPlans - Irrigation Plan - 06/25/2025 (2)IRRIGATION POINT OF CONNECTION NOTES
1.POINT OF CONNECTION: THERE IS (2) two POINT OF CONNECTION ON THIS PROJECT.
a. POC 1: 3" DEDICATED IRRIGATION METER FROM TAP LOCATED ON SHEET IRxxx.
B. POC 2: 3" DEDICATED IRRIGATION METER FROM TAP LOCATED ON SHEET IRxxx.
C.CONTRACTOR IS TO LOCATE AND CONNECT DOWNSTREAM OF THE DEDICATED POTABLE IRRIGATION WATER METER (PROVIDED
BY OTHERS) WITH TYPE K COPPER AT A DEPTH OF 48" OR PER LOCAL CODE, WHICHEVER IS GREATER. EXTEND COPPER
MINIMUM 30" TO BACKFLOW PREVENTION UNIT AND MANUAL DRAIN, TRANSITION TO AND EXTEND CLASS 200 PVC MAINLINE TO THE
MASTER VALVE, FLOW SENSOR, 1" QUICK COUPLER, GATE VALVE, AND EXTEND MAINLINE TO VALVES AS SHOWN.
D. ALL PIPING FROM THE DEDICATED IRRIGATION POTABLE METER THROUGH QUICK COUPLER DOWNSTREAM OF THE BACKFLOW
PREVENTION UNIT SHALL BE THE SAME SIZE AS THE METER.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES, OBTAIN
AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED WITH THIS WORK. FINAL LOCATION OF BACKFLOW PREVENTION UNIT SHALL
BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
2.CONTROLLER LOCATION: THERE IS (2) two CONTROLLER ON THIS PROJECT.
a. CONTROLLER A : PEDESTAL MOUNTED CONTROLLER AT THE LOCATION SHOWN ON PLANS.
b. CONTROLLER SHALL BE PROGRAMMED TO RUN MULTIPLE VALVES AT ONE TIME WITH A MAXIMUM TOTAL OF 70 GPM.
c. CONTROLLER, TO BE PEDESTAL MOUNTED IN THE PLANTING AREA ADJACENT TO POINT OF CONNECTION AS INDICATED ON
THE PLANS. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND ELECTRICAL PLANS FOR POWER SERVICE. ALL
ELECTRICAL EQUIPMENT AND POWER CONNECTION INSTALLATION SHALL CONFORM TO ALL LOCAL CODES. INSTALL A LINE VOLTAGE
SURGE DEVICE (INTERMATIC AG2401C3/ OR SQUARE D SDSA1175) FOR 120V IN A JUNCTION BOX PRIOR TO CONTROLLER.
3.SENSORS: MOUNT THE RAIN SENSOR ON BUILDING EAVE ADJACENT TO THE CONTROLLER. THE SENSOR SHALL BE MOUNTED IN A
LOCATION IN FULL SUN AND OPEN TO RAINFALL. SENSOR SHALL BE NO MORE THAN 200' FROM WIRELESS RECEIVER. MOUNT
WIRELESS RECEIVER ON OR ADJACENT TO THE IRRIGATION CONTROLLER.
4.FINAL BACKFLOW PREVENTION UNIT, IRRIGATION CONTROLLER, SENSOR LOCATION AND SENSOR MOUNTING SYSTEM TO BE
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. DO NOT INSTALL ANY POC EQUIPMENT OR CONTROLLER
NEAR ENTRY OF BUILDINGS OR MARKETING WINDOWS.
5.SYSTEM PRESSURE: THE STATIC PRESSURE IS APPROXIMATELY 80 PSI IN THE WATER MAIN THE SYSTEM HAS BEEN DESIGNED PER
THE FOLLOWING SPECIFICATIONS:
a. POC 1: REQUIRED MINIMUM STATIC PRESSURE OF 75 PSI AND MAXIMUM SAFE FLOW OF 5 FPS.
b. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESSURE IN THE FIELD AT THE POINT OF CONNECTION BEFORE
CONSTRUCTION BEGINS AND FOR NOTIFYING THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DESIGN
PRESSURE OF THE SYSTEM AND THE MEASURED PRESSURE IN THE FIELD. IF THE CONTRACTOR FAILS TO NOTIFY OWNER'S
REPRESENTATIVE OF SUCH DISCREPANCIES, THEN THE CONTRACTOR ASSUMES ALL LIABILITY AND COSTS ASSOCIATED WITH
SYSTEM MODIFICATIONS TO ACCOMMODATE THE ACTUAL PRESSURE.
6.MASTER VALVE / FLOW SENSOR: THE FLOW SENSOR REQUIRES A MINIMUM FLOW FOR PROPER FUNCTION. MULTIPLE DRIP ZONES MAY
BE REQUIRED TO RUN AT THE SAME TIME TO ACHIEVE THE MINIMUM FLOWS REQUIRED.
a. FLOW SENSOR REQUIRES A MINIMUM FLOW OF 0.3 GPM AND A MAXIMUM FLOW NOT TO EXCEED XX GPM.
7.COMMUNICATION: THIS CONTROLLER UTILIZES TWO-WIRE PATH WIRE AND DECODERS AT VALVE GROUPINGS, MASTER VALVE AND
FLOW SENSOR AND WEATHER SENSORS. THE CONTROLLER IS CAPABLE OF RUNNING UP TO 16 INDEPENDENT PROGRAMS, UP TO 8
VALVES SIMULTANEOUSLY WITH UP TO 24 HOURS OF RUNTIME PER STATION. IT IS RECOMMENDED THAT THE IRRIGATION
CONTROLLER BE CONNECTED TO A WATER MANAGEMENT CONTROL SOFTWARE SYSTEM FOR OPTIMUM FUNCTION OF THE SYSTEM.
COORDINATE WITH OWNER'S REPRESENTATIVE AND CONTACT THE LOCAL CONTROLLER MANUFACTURER REPRESENTATIVE PRIOR
TO ORDERING CONTROLLER FOR COMMUNICATION AND CONNECTIVITY OPTIONS.
IRRIGATION GENERAL NOTES
1.THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE IMPROVEMENTS SHOWN
ON THE PLANS.
2.THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE FOR
SUCCESSFUL COMPLETION OF THIS WORK.
3.THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN WITHOUT
NOTIFYING THE OWNER'S REPRESENTATIVE.
4.ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE OWNER'S
REPRESENTATIVE.
5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THE PROJECT
CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LANDSCAPE PLAN, UTILITY PLAN, CIVIL PLAN,
GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS THAT AFFECT THIS WORK PRIOR TO BEGINNING
CONSTRUCTION. IF THE CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION DOCUMENTS AND THE EXISTING
CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY.
6.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS
COMPONENTS PER THE MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL
PERMITS REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THIS SIte.
7.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR TESTING OF THE BACKFLOW PREVENTER BY A STATE
CERTIFIED INSPECTOR. CONTRACTOR SHALL PROVIDE CERTIFICATES TO OWNER'S REPRESENTATIVE PRIOR TO PROJECT
Acceptance.
8.THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IF THE CONTRACTOR
FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES THROUGH THE COURSE OF HIS WORK THE IRRIGATION CONTRACTOR
SHALL PAY FOR ANY REPAIR WORK ASSOCIATED WITH SAID Damages.
9.IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS AND WITHIN THE
PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY. IF THERE IS A QUESTION
REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR NEGLECTS TO NOTIFY THE NECESSARY PARTIES, THE
CONTRACTOR SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO INSURE PROPER LOCATION AND OPERATION OF THE
IRRIGATION SYSTEM AND ITS Components.
10.ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO, MAINLINE, LATERALS, SPRAY HEADS,
ROTORS, ROTARY SPRAYS, DRIP EMITTERS SHALL BE KEPT A MINIMUM DISTANCE OF 6' AWAY FROM ALL BUILDING AND WALL
FOUNDATIONS, OR AS STIPULATED IN THE GEOTECHNICAL REPORT, WHICHEVER IS GREATER.
11.ALL VALVE BOXES AND LIDS SHALL BE PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE GREEN. INSTALL PER THE
CONSTRUCTION DETAILS. DO NOT INSTALL IN PAVED Areas.
12.ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 1'-0" FROM THE EDGE OF PAVED SURFACES AND 3'-0" FROM THE
CENTERLINE OF DRAINAGE SWALES OR RETENTION BASINS.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO BE FLUSH WITH
FINISH GRADE.
13.CONTRACTOR SHALL INSTALL TRACER WIRE IN ALL PRESSURE MAINLINE TRENCHES. SEE IRRIGATION DETAILS FOR MORE
INFORMATION.
14.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL SEPARATION BETWEEN ALL IRRIGATION DISTRIBUTION
LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS, ETC.
15.PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT
SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.
16.THE CONTRACTOR SHALL STAKE THE LOCATION OF THE MAINLINE, DRIP IRRIGATION LINES, CONTROL VALVES, GATE VALVES, ETC.
AND SCHEDULE A REVIEW WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
17.LAYOUT DRIP LATERALS PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. STAKE 3/4" DRIP TUBING IN PLACE AT 12" DEPTH
AND BURY. INSTALL HOSE END FLUSHABLE TYPE END CAP AT ENDS OF ALL 3/4" POLYETHYLENE DRIP TUBING AND FLUSH
THOROUGHLY BEFORE INSTALLING EMITTERS.
18.TREES, SHRUBS, GROUNDCOVER AND PERENNIALS IN BEDS SHALL BE IRRIGATED BY PRESSURE COMPENSATING SINGLE OUTLET
EMITTERS. TREES IN NATIVE SEED SHALL BE IRRIGATED WITH TREE RING. SEE EMITTER SCHEDULE FOR ADDITIONAL INFORMATION.
19.CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPARY ONTO PAVING OR HARD
SURFACES.
20.CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE, OR AS
SHOWN ON PLANS, FOR WINTERIZATION AND FLUSHING OF MAINLINE.
21.PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL PERFORM A PRESSURE TEST ON ALL MAINLINES, AT 120 PSI FOR A
MINIMUM CONTINUOUS PERIOD OF TWO (2) HOURS OR PER THE TECHNICAL SPECIFICATION, WHICHEVER IS GREATER.
22.THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE DURING A THREE(3) NIGHT PER WEEK, TWELVE (16) HOURS PER
WATERING WINDOW. DRIP IRRIGATION ZONES ARE ALLOWED TO RUN ON A SEPARATE SCHEDULE FROM THIS WATER WINDOW.
ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A 21 DAY PERIOD. THE DESIGN IS BASED ON THE
FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES WILL NEED TO BE ADJUSTED DUE
TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED.
· FESCUE/BLUEGRASS BLEND TURF 1.75" PER WEEK PEAK SEASON
· TREE, SHRUB, AND PERENNIAL PLANT MATERIAL 1.00" PER WEEK PEAK SEASON
· NATIVE DRAUGHT TOLERANT SEED MIX 0.75" PER WEEK PEAK SEASON
23.THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON
OCTOBER 15TH TO INSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL
INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST MANAGEMENT PRACTICES:
· CHECK HEADS FOR COVERAGE AND LEAKAGE.
· CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY.
· VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN.
· CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER.
· PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY.
TWO WIRE NOTES
1.GROUNDING FOR THE IRRIGATION CONTROLLER AND DECODERS ARE TO BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING
ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS FOUND AT WWW.ASIC.ORG/DESIGN_GUIDES.ASPX. FOR TECHNICAL SUPPORT
REGARDING THE IRRIGATION CONTROLLER OR GROUNDING PLEASE CONTACT THE MANUFACTURER.
2.CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE TWO-WIRE PATH AT THE FOLLOWING LOCATIONS, BUT ARE NOT LIMITED TO:
A. CONTROLLER TO BE GROUNDED INDEPENDENTLY FROM BUILDING.
B. GROUND 1ST DECODER ON WIRE PATH FROM CONTROLLER WITH RAINBIRD IVM-SD GROUNDING DECODER.
C. GROUND EVERY 5TH DECODER OR EVERY 500 FEET, WHICH EVER LENGTH IS SMALLER.
D. GROUND EVERY END OF WIRE PATH, DO NOT LOOP 2 WIRE PATH.
3.THE TWO-WIRE CONTROLLER REQUIRES EACH STATION/CONTROL VALVE AND SENSOR TO HAVE A DECODER. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE PROPER NUMBER OF DECODERS PER VALVE MANIFOLD, SURGE
SUPPRESSION AND GROUNDING. THE RAIN SENSOR AND FLOW SENSOR REQUIRE A SENSOR DECODER.
QTY OF STATIONS (VALVES) PER MANIFOLD REQUIRED DECODER
SINGLE STATION LXIVM-SOL (INCLUDED WITH IVM CONTROL VALVE SERIES)
FLOW SENSOR LXIVM-SEN
4.CONTROLLER TWO-WIRE PATH SHALL BE MANUFACTURER'S APPROVED WIRE OR APPROVED EQUAL. CONTRACTOR SHALL USE
UL APPROVED WIRE STRIPPER AND WATERPROOF CONNECTIONS (DBR/Y OR APPROVED EQUAL) AT ALL SPLICES AND
CONNECTIONS POINTS.CONTRACTOR SHALL INCLUDE TWO-WIRE RUN PATHS ON AS-BUILT DRAWINGS.
SLEEVING NOTES
1.INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SLEEVES SHALL BE INSTALLED
PRIOR TO THE START OF PAVING OPERATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION
CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES AND COMMUNICATION WIRES
UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCH BASINS, ETC.
3.ALL SLEEVES SHALL EXTEND A MINIMUM OF 1-FOOT BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR OTHER TURNS IN
PIPING SHALL BE LOCATED UNDER ANY OBSTRUCTIONS.
4.SLEEVING SHALL BE INSTALLED PER THE SIZES AND QUANTITIES SHOWN ON THE PLANS BASED ON THE CHART BELOW. ALL
MAINLINE, VALVE CONTROL AND COMMUNICATION WIRES, LATERALS AND 3/4" POLYETHYLENE DRIP TUBING UNDER PAVED
SURFACES ARE TO BE INSTALLED IN SEPARATE SLEEVING.
REQUIRED SLEEVE SIZE AND QUANTITY
3" MAINLINE PIPING 6" CLASS 200 PVC (1)
2" & 1-1/2" LATERAL PIPING 4" CLASS 200 PVC (1)
3/4" & 1" LATERAL PIPING 2" CLASS 200 PVC (1)
2-WIRE PATH 2" CLASS 200 PVC (1)
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-01
IR
R
I
G
A
T
I
O
N
CO
V
E
R
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-02
IR
R
I
G
A
T
I
O
N
CH
A
R
T
S
tap a zone chart tap b zone chart aggregate water use information
M
M
M
M
M
M
M
M
M
M
MM
M
BFDMVFS
CRS
M
BF2
D
MV
FS
tap a
DEDICATED 3" IRRIGATION
POINT OF CONNECTION
STATIC PRESSURE xx PSI
MINIMUM PRESSURE xx PSI
tap b
DEDICATED 3" IRRIGATION
POINT OF CONNECTION
STATIC PRESSURE xx PSI
MINIMUM PRESSURE xx PSI
CRS
CONTROLLER a
ELECTRIC METER
BAnK TO POWER
CONTROLLER
CONTROLLER b
ELECTRIC METER
BAnK TO POWER
CONTROLLER
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
M
M
M
M
M
M
M
M
MM
M
MM
MMM
M
MM
M
M
M
M
M
M M
M
MM
M M
M
M
M M
M M
M
M M
M M
M M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
VA
U
L
T
VA
U
L
T
M
M
M
M
VAULT
VAULT
MM
M
MM
M
M
M
M
M
MM
MM
M
M
VAULT
VAULT
VAULT
MM
M
M
VA
U
L
T
M M
M
M M
MM
M
M
M
M
M
M
M
M
M
M
MM
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-03
ov
e
r
a
l
l
pl
a
n
*
TAP A 3" DEDICATED
IRRIGATION POINT OF
CONNECTION iR-04
*
TAP b 3" DEDICATED
IRRIGATION POINT OF
CONNECTION
iR-05
iR-06
iR-07
iR-08
iR-11
iR-10
iR-09 iR-12
iR-13
iR-14
iR-15
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
SOUTH COLLEGE AVE.SOUTH COLLEGE AVE.
WE
S
T
T
R
I
L
B
Y
R
O
A
D
SK
Y
W
A
Y
D
R
I
V
E
N O R T H
0 feet200
1" = 100'
100 300
LIMIT OF TAP A
IRRIGATION
LIMIT OF TAP B
IRRIGATION
M
BFDMVFS
CRS
tap a
DEDICATED 3" IRRIGATION
POINT OF CONNECTION
STATIC PRESSURE xx PSI
MINIMUM PRESSURE xx PSI
CONTROLLER a
ELECTRIC METER
BAnK TO POWER
CONTROLLER
VAULT
M
M
M
M
M
M
M
M
M
M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-04
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-05
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
6
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
7
M
BF2
D
MV
FS
tap b
DEDICATED 3" IRRIGATION
POINT OF CONNECTION
STATIC PRESSURE xx PSI
MINIMUM PRESSURE xx PSI
CRS
CONTROLLER b
ELECTRIC METER
BAnK TO POWER
CONTROLLER
M
M
M
M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-05
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-04
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
7
match
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
4
matchline see sheet ir-07
VAULT
VAULT
VAULT
VAULT
MM
M
MM
M
M
M
M
MM
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-06
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-07
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
4
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
9
M
M
M
VAULT
VAULT
VAULT
M
M
M
M
M M
M
MMM
VA
U
L
T
VAULT
M
M
M
M
M
M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-07
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-08
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
5
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
0
matchline see sheet ir-06
M
M
M
M
M
M
M
M
MM
M M
MM
VA
U
L
T
M
M
M
M
M
M
M
M
M
MM
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-08
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-07
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
1
VAULT
VAULT
VAULT
VAULT
VAULT
MM
M
MM
M
M
M
MM
M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-09
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-10
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
6
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
2
VAULT
VAULT
VAULT
VAULT
VAULT
M
M M
M
M
M
M M
M M
M
M
M
M M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-10
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-11
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
7
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
3
matchline see sheet ir-09
M
M M
MM
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-11
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-10
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
8
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
4
M
M
M
M
M
M
M
M
M
VAULT
VAULT
VAULT
MM
VA
U
L
T
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-12
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-13
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
5
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
0
9
M
M
M
VAULT
M
M
M
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-13
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-14
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
0
matchline see sheet ir-12
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-14
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
matchline see sheet ir-13
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
1
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-15
IR
R
I
G
A
T
I
O
N
PL
A
N
N O R T H
0 feet40
1" = 20'
20 60
legend
high hydrozone
18 gal/sqft per
year
moderate hydrozone
14 gal/sqft per
year
low hydrozone
8 gal/sqft per
year
very low hydrozone
3 gal/sqft per
year
ma
t
c
h
l
i
n
e
s
e
e
s
h
e
e
t
i
r
-
1
2
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-16
IR
R
I
G
A
T
I
O
N
DE
T
A
I
L
S
FLOW TO
P.O.C
FLOW FROM
METER
1 BACKFLOW ENCLOSURE:
REFERENCE SCHEDULE
REDUCE PRESSURE BACKFLOW
ASSEMBLY: FEBCO 880V
REFERENCE SCHEDULE FOR SIZE
FLANGED DUCTILE IRON PIPE
SAME SIZE AS BACKFLOW
ASSEMBLY
4" CONCRETE PAD EXTEND PAD
12" MINIMUM BEYOND ALL SIDES
FINISHED GRADE
VALVE SETTER WITH
MECHANICAL JOINT X FLANGE
SAME SIZE AS BACKFLOW
ASSEMBLY
SERVICE LINE PIPE REFERENCE
IRRIGATION SCHEDULE
TRANSITION FROM VALVE
SETTER TO MAINLINE PIPE TO
POINT OF CONNECTION
EQUIPMENT
ENCLOSURE SWING HINGES
1
2
3
4
5
6
7
8
9
NOTE:
1.INSTALL PER LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE PVC PIPE PROTECTION AROUND SUPPLY LINES AS THEY GO THROUGH THE
CONCRETE SLAB BASE.
3.BACKFLOW PREVENTION DEVICES SHALL BE PLACED A MINIMUM OF TWO (2') FEET FROM
THE WATER METER AND BE THE SAME SIZE AS THE METER SERVICE LINE.
4.PROVIDE THRUST BLOCKS FOR LINES 3" OR LARGER.
BACKFLOW FEBCO 880V
NTS
2
3
4
5
6
7 8
9
NOTE:
1.ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE LOCK AND KEY FOR ENCLOSURE.
3.GROUND CONTROLLER PER LOCAL CODE, MANUFACTURER AND ASIC SPECIFICATIONS.
4.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
1
2
3
4
5
6
7
METAL ENCLOSURE
CONTROLLER PER
SCHEDULE
METAL PEDESTAL MOUNT
ENCLOSURE PER SCHEDULE
1" ELECTRICAL SUPPLY
CONDUIT: SIZE, TYPE,
DEPTH PER LOCAL CODE
GROUND WIRE CONDUIT
MIN.1-1/2". GROUND PER
ASIC GUIDELINES.
6" THICK CONCRETE BASE
WITH SLEEVES FOR
CONDUIT
FINISH GRADE
CONDUIT FOR DIRECT BURY
CONTROL WIRES. EXTEND
CONDUIT 5' FROM
CONTROLLER
1
2
3
4
5
6
7
CONTROLLER PEDESTAL
SCALE: NTS
MINIMUM UPSTREAM
DISTANCE 10x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
MINIMUM DOWNSTREAM
DISTANCE 5x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
FLOW
WIRES TO CONTROLLER
LOCKING VALVE BOX
WATERPROOF WIRE
CONNECTIONS
SENSOR DECODER
FLOW SENSOR PER
SCHEDULE
DOWNSIZED MAINLINE
FINISH GRADE
COUPLING (S x S) - SIZE TO
BE DETERMINED BY
MAINLINE & SENSOR SIZE
SCH. 80 PVC NIPPLE
(MPT x S)
SCH. 80 PVC UNION (FPT)
PVC MAINLINE
SCH. 80 MALE ADAPTER
GROUNDING, INSTALLED
PER ASIC GUIDELINES
3/4" GRAVEL SUMP 6"
DEPTH
BRICK SUPPORTS 2 MIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15FLOW SENSOR DECODER
SCALE: NTS
NOTE:
1.INSTALL FLOW SENSOR AND SENSOR DECODER PER MANUFACTURER'S
SPECIFICATIONS FOR WIRING AND GROUNDING.
1
3 5 6 7 8 10
14
15
9 1111109842
13
12
PAVING
WRAP 12 GAUGE
GALVANIZED WIRE AROUND
EACH END OF SLEEVE AND
EXTEND TO SURFACE
FINISH GRADE
COMPACT SOIL AROUND
SLEEVE TO SAME DENSITY
AS ADJACENT
UNDISTURBED SOIL
WASHED AND GRADED
MORTAR SAND BACKFILL IN
ROCKY SOIL CONDITIONS
PVC SLEEVE PER SCHEDULE,
TWICE DIAMETER OF THE
SUM OF THE PIPES/ WIRES
EXTEND SLEEVES 6"
BEYOND EDGES OF PAVING
1
2
3
4
5
6
7
NOTE:
1.ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING.
2.PRELOAD SLEEVES WITH PIPE OR WIRE SHOWN ON PLANS. CAP SLEEVES UNTIL USE.
3.MULTIPLE SLEEVES REQUIRE 6" HORIZONTAL SEPARATION WITHIN SAME SLEEVE TRENCH.
4.IRRIGATION PIPE AND WIRE SHALL NOT SHARE THE SAME SLEEVE. REFERENCE SLEEVEING NOTES SECTION
5.MARK / STAMP FINISHED SURFACE FOR LOCATION PURPOSES
6" MIN.
18" MIN. DEPTH
24" MIN. DEPTH
FOR MAINLINE
1
2
3
4
5
6
7
PIPE SLEEVE
SCALE: NTS
SNAKE PVC OR
POLYETHYLENE PIPE IN
TRENCH
EXCAVATED COVER
MATERIAL (SEE NOTES)
FINISH GRADE
MAINLINE MARKING TAPE
(PURPLE MARKING TAPE IF
RECLAIMED)
POLYEHTELENE DRIP
LATERAL/ DRIP PVC
LATERAL PIPE (6" MIN.
COVERAGE, 18" MIN.
COVERAGE BELOW
PEDESTRIAN WALKS.)
IRRIGATION LATERAL PIPE
IRRIGATION MAINLINE PIPE
VALVE WIRING
BEDDING MATERIAL (SEE
NOTES)
1
2
3
4
5
6
7
8
9
PLAN
NOTE:
1.ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS.
2.ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN IN PLAN VIEW ABOVE.
3.ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES.
4.ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A
VALVE BOX AND MADE WITH DBY WATERPROOF CONNECTORS, OR APPROVED EQUAL.
5.BUNDLE AND TAPE WIRING AT 10' INTERVALS
6.VALVE WIRES TO BE INSTALLED WITHIN MAINLINE TRENCH WHEREVER POSSIBLE.
7.BEDDING MATERIAL SHALL BE 1/4” MINUS SAND, AND SHALL BE 3” BELOW LOWEST PIPE OR
WIRE AND 3” ABOVE HIGHEST PIPE OR WEIR WITHIN TRENCH.
8.BEDDING MATERIAL SHALL BE IN MAINLINE TRENCH ONLY.
9.BEDDING IS NOT REQUIRED IN POLYETHYLENE TUBING TRENCHES.
10.EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS AND ROCKS 1/2” OR GREATER.
11.PIPE BEDDING MATERIAL TO BE ROCK AND DEBRIS FREE, BACKFILL IN 6” LIFTS, PUDDLE WITH
WATER, BETWEEN LIFTS.
SECTION
IRRIGATION TRENCH
SCALE: NTS
1
9
3
8
7
6
4
2
5
24"18"
6"
NOTE:
1.INSTALL PER MANUFACTURER'S SPECIFICATIONS.
2.SLOPE TOP OF FOOTER AWAY FROM POLE.
3.FINAL LOCATION AND MOUNTING SYSTEM TO BE APPROVED BY OWNER.
4.SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER
SYSTEM OR UNDER EAVE OF HOUSE.
36
"
M
I
N
.
12
"
M
I
N
.
12" DIA.
1
2
3
4
10
'
M
I
N
.
RAIN SENSOR POLE MOUNT
NTS
WIRELESS RAIN SENSOR, LOCATE
WITHIN 500' OF THE
CONTROLLER.
2" SQ., 12 GUAGE GALVANIZED
STEEL POST. COLOR TO BE
POWDERCOAT BLACK
CONCRETE BASE-FORM WITH
SONOTUBE OR EQ. POST SHALL
BE CENTERED WITHIN BASE. ALL
CONCERET SHALL HAVE A
MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI AT 28
DAYS OR PER SOILS REPORT.
COMPACTED SUBGRADE
1
2
3
4
PVC MAINLINE
SCH. 80 PVC MALE
ADAPTER
SCH. 80 PVC BALL VALVE
FINISH GRADE
LOCKING VALVE BOX
SCH. 80 PVC NIPPLE
(THREADED)
MASTER VALVE
WATERPROOF ELECTRICAL
CONNECTIONS
DECODER
WIRES TO CONTROLLER
BRICK SUPPORTS 2 MIN.
GRAVEL SUMP - 4" DEPTH
COMPACTED SUBGRADE
SCH. 80 PVC UNION
(THREADED)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
3" MIN.
MASTER VALVE
NOTE:
1.INSTALL MASTER VALVE AND DECODER PER MANUFACTURER'S SPECIFICATIONS FOR
WIRING AND GROUNDING.
4
1
2
3
5 6 7 9 10 1
11 12 13 6
8
14 2
4
3
2
1
NOTE:
1.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
2.LOCATE DRAIN VALVE AT POINT OF CONNECTION AND AT ALL LOW POINT(S)
ALONG THE IRRIGATION MAINLINE AS NEEDED.
5
6
7
8
9
10
11
12
13
MANUAL DRAIN VALVE
SCALE: NTS
10" LOCKING ROUND
BOX & COVER PER
SCHEDULE. TOP OF
BOX TO BE FLUSH WITH
FINISH GRADE.
VALVE MARKER
2" PVC ACCESS SLEEVE
LENGTH AS REQUIRED.
3" DEPTH CRUSHED GRAVEL
6" BEYOND EDGE OF BOX
PVC PRESSURE MAIN LINE
SCH. 80 TEE PER MAINLINE
SIZE. ALIGN IN A
DOWNWARD POSITION
SCH. 80 PVC NIPPLE
FINISH GRADE
STOP VALVE PER SCHEDULE
SCH. 80 PVC ELL
SCH. 80 PVC NIPPLE
GRAVEL SUMP - 1 CU. FT.
MIN
FILTER FABRIC
1
2
3
4
5
6
7
8
9
10
11
12
13
FINISH GRADE
10" ROUND BOX & COVER
PER SCHEDULE. TOP OF
BOX TO FLUSH WITH FINISH
GRADE
QUICK COUPLING VALVE W/
LOCKING COVER PER
SCHEDULE
SCH. 80 PVC RISER (T x T)
3" DEPTH 3/4" GRAVEL
BASE EXTEND 6" BEYOND
EDGE OF BOX
PVC SWING JOINT
PVC MAINLINE
24" LONG #4 REBAR TO
HOLD QUICK COUPLER IN
PLACE W/ (2) STAINLESS
STEEL CLAMPS
1
2
3
4
5
6
7
8
QUICK COUPLER
SCALE: NTS
NOTES:
1.EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX.
2.PROVIDE (1) QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE.
3.QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER. COLOR PER LEGEND.
4.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY
AS ADJACENT UNDISTURBED SUB-GRADE.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
2
3
4
5
6
7
8
1 2 3
6
987
4 5
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-17
IR
R
I
G
A
T
I
O
N
DE
T
A
I
L
S
(2) SCH 40 ELL
SCH 80 NIPPLE
24" #4 REBAR TO HOLD
EQUIPMENT IN PLACE W/
(2) STAINLESS STEEL
CLAMPS
SCH 80 PVC SxSxT TEE
GRAVEL SUMP - 4" DEPTH
WITH GEOTECH FABRIC
PVC MAIN LINE
TWO STACKED 10" LOCKING
ROUND BOX & COVER PER
SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH
GRADE.
AIR AND VACUUM VALVE
PER SCHEDULE. SIZE PER
MAIN LINE OR
MANUFACTURER'S REC.
SCH 80 PVC NIPPLE
SCH 80 PVC BALL VALVE
SCH 80 PVC NIPPLE
PVC MAIN LINE
1
2
3
4
5
6
7
8
9
10
11
12AIR AND VACUUM VALVE
SCALE: NTS
NOTES:
1.INSTALL PER MANUFACTURES SPECIFICATIONS
2.LOCATE VALVE AT HIGH POINTS ALONG THE IRRIGATION MAINLINE AS NEEDED.
1 7
2 8
3 9
10
11
4
12
5
6
PVC MAINLINE
BRICK SUPPORT (4 MIN.)
PVC TEE (SxSxT)
2 WIRE CABLE
PVC LATERAL W/ MALE
ADAPTER
SCH. 80 PVC UNION
(THREADED)
(2) WATERPROOF
CONNECTORS
RAINBIRD IVM INTEGRATED
SOLENOID DECODER
CONTROL VALVE PER
LEGEND
SCH. 80 PVC NIPPLE/ RISER
(LENGTH & SIZE VARY)
SCH. 80 PVC BALL VALVE
LOCKING VALVE BOX
FINISH GRADE
PVC ELBOW (TxT)
GRAVEL SUMP - 4" DEPTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
3"
FLOW
CONTROL VALVE DECODER
SCALE: NTS
NOTE:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL CABLE ENDS WITH WATERPROOF
SPLICING MATERIAL. REFERENCE GROUNDING NOTES.
2.30" MINIMUM LENGTH OF CONTROL WIRE, COILED AND PLACED IN BOX AT
WATERPROOF CONNECTION TO SOLENOID.
12
13
14
15
3
7
1
6
5
2
4
9 10 11
4
10
8
FLOW
(2) WATERPROOF CONNECTORS
30" COIL OF WIRE MINIMUM
PLACED IN BOX
(2) SCH. 80 PVC UNION
(THREADED)
PVC COUPLING (FPTxFPT)
DRIP LATERAL PER LEGEND
BRICK SUPPORT (4 MIN)
4" DEPTH GRAVEL SUMP
VALVE BOX PER LEGEND, FLUSH
TOP OF BOX W/ GRADE
CONTROL VALVE PER LEGEND
SCH. 80 PVC BALL VALVE
2 WIRE PATH
SCH. 80 TEE (SxSxT)
PVC MAINLINE
RAINBIRD IVM INTEGRATED
SOLENOID DECODER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DRIP CONTROL ZONE KIT
SCALE: NTS
NOTES:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS w/ WATERPROOF SPLICING
MATERIAL.
2.30" MINIMUM LENGTH OF CONTROL WIRE COILED AND PLACED IN BOX AT WATER
PROOF CONNECTION TO SOLENOID.
3.INSTALL DECODERS PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND
GROUNDING.
3"
1
2
3
4
5
9
10
11
12
13
6
8
7
14
LOCKING ROUND BOX &
COVER PER SCHEDULE. TOP
OF BOX TO BE FLUSH WITH
FINISH GRADE
FINISH GRADE
8" SCH 40 PVC ACCESS
SLEEVE LENGTH AS
REQUIRED.
GATE VALVE W/ CROSS
HANDLE AND SOLID WEDGE
DISC PER SCHEDULE
3/4" GRAVEL SUMP FILL IN
AND AROUND BOX AS
REQUIRED.
3" DEPTH 3/4: GRAVEL
EXTEND 6" BEYOND EDGE
OF BOX
PVC MAINLINE
COMPACTED SUBGRADE
1
2
3
4
5
6
7
8
NOTE:
1.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS
ADJACENT UNDISTURBED SUBGRADE.
2.DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL LINE.
3.PROVIDE GATE VALVE KEY - LENGTH AS REQUIRED.
L
GATE VALVE
SCALE: NTS
4"
M
I
N
.
2"
MI
N
.
SE
E
T
R
E
N
C
H
I
N
G
D
E
T
A
I
L
FO
R
P
I
P
E
D
E
P
T
H
4
3
2
1
6
7
5
8
FINISH GRADE
ROTOR - SIZE PER PLAN
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
5
4
3
2
1
NOTE:
1.SET TOP OF HEAD FLUSH WITH FINISH GRADE.
2.ADJUSTABLE ARC NOZZLES SHALL BE USED ON CURVED OR NON-STANDARD ANGLED EDGES.
3.ROTORS SHALL BE INSTALLED 6" MININUM FROM ANY WALLS, WALKS, COURTS, ETC. PER LOCAL
CODES
4.ADJUST ALL ROTOR HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,
COURTS, ETC.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
6" MIN. OR PER
LOCAL CODE
6
ROTOR POP-UP
SCALE: NTS
FINISH GRADE
12" POP-UP SPRAY HEAD
PER SCHEDULE
PVC LATERAL PIPE PER
SCHEDULE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL,
(S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
NOTE:
1.AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE.
2.SPRINKLERS HEAD SHALL BE LEVEL WITH SURROUNDING FINISHED GRADE.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS, COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
5.COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE.
6
12 INCH POP-UP SPRAY
6" MIN. OR PER
LOCAL CODE
5
1
2
3
4
FINISH GRADE
POP-UP SPRAY HEAD PER
SCHEDULE
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL,
(S x T)
WALLS, WALKS, COURTS,
CURB, ETC.
1
2
3
4
5
6
NOTE:
1.AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE.
2.SPRINKLERS SHALL BE MIN. 6" FROM ANY WALLS, WALKS, COURTS, AND 12" FROM TURF EDGE.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS, COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
5.COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE.
6
SPRAY POP-UP
SCALE: NTS
6" MIN. OR PER
LOCAL CODE
5
1
2
3
4
VALVE BOX; ALIGN EVENLY
AND SPACE EVENLY FROM
SIDEWALK, STRUCTURE,
WALL, OR CURB
SIDEWALK OR PAVING
VALVE BOX LID BRANDED
WITH CONTROLLER &
STATION NUMBER
1
2
3
NOTE:
1.INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM AND ALIGN WITH
NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL.
2.GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING MORE THAN THREE (3)
STANDARD VALVE BOXES TOGETHER IN A SERIES.
3.ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS.
1
VALVE BOX PLACEMENT
SCALE: NTS
2
RCV
A1
RCV
A2
RCV
A3
QC
12" MIN
3
12" MIN
ROTOR / SPRAY HEAD PER
SCHEDULE
24" REBAR STAKE TO
SUPPORT SPRINKLER
ASSEMBLY. ATTACH TO
ASSEMBLY WITH HOSE
CLAMPS.
3" SCH 40 PVC RISER.
PVC SCH 40 TEE OR ELL,
THREADED
PVC LATERAL PIPE
#4 REBAR STAKE PLACED AT
FITTINGS AND 10' O.C.
ALONG PIPE.
FINISH GRADE.
1
2
3
4
5
6
7
TEMPORARY SPRINKLER HEAD ASSEMBLY
SCALE: NTS
1
2
3
4
5
6
7
NOTE:
1.INSTALL RISERS/ ROTORS PERPENDICULAR TO THE GROUND.
2.SPRINKLERS, ROTORS, AND POP-UP SPRAYS SHALL BE MIN. 6" FROM ANY WALLS,
WALKS, COURTS, AND TURF EDGE UNLESS OTHERWISE NOTED IN THE PLANS.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY
WALLS, WALKS, COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
MIN.
12"
1 2 3
654
7 8 9
SHEET NUMBER
SHEET TITLE
REVISIONS
DESCRIPTIONDATE
co
l
l
e
g
e
a
n
d
t
r
i
l
b
y
pr
e
l
i
m
i
n
a
r
y
i
r
r
i
g
a
t
i
o
n
p
l
a
n
6/25/25 preliminary
irrigation plan
IRRIGATION DESIGNER
Greenback land company
scott curry
303.507.4955
scottcurrymla@gmail.com
du
p
l
e
x
,
t
o
w
n
h
o
m
e
&
mu
l
t
i
f
a
m
i
l
y
c
o
m
m
u
n
i
t
y
pr
e
p
a
r
e
d
f
o
r
:
zo
c
a
l
o
c
o
m
m
u
n
i
t
y
d
e
v
e
l
o
p
m
e
n
t
Co
n
t
a
c
t
:
k
o
l
b
y
O
'
H
e
r
r
o
n
72
0
.
4
5
0
.
8
6
4
9
ko
l
b
y
.
o
h
e
r
r
o
n
@
z
o
c
a
l
o
d
e
v
l
o
p
m
e
n
t
.
c
o
m
pl
a
n
n
o
t
f
o
r
co
n
s
t
r
u
c
t
i
o
n
iR-18
IR
R
I
G
A
T
I
O
N
DE
T
A
I
L
S
3
4
5
6
8
9
10
7
1
2
10
VALVE BOX PER LEGEND
FINISH GRADE
WIRE FROM LINE SURGE
PROTECTOR TO
GROUNDING ROD BRASS
CLAMPS (1 OF 2)
COPPER GROUNDING ROD
3 INCH MIN DEPTH OF 3
4
INCH WASHED GRAVEL
LINE SURGE ARRESTOR:
BUILT-IT ON DECODERS
WATERPROOF
CONNECTORS
WIRE FROM DECODER TO
WIRE CONNECTOR
BRICK (2 MINIMUM)
TWO-WIRE CABLE/ TO
NEXT DEVICE (FIELD
DECODER, SENSOR
DECODER, LINE SURGE
PROTECTOR OR
CONTROLLER
1
2
3
4
5
6
7
8
9
10
LINE SURGE PROTECTION
SCALE: NTS
NOTES:
1.INSTALL A LINE SURGE PROTECTOR EVERY 8th DECODER OR EVERY 500 FT.
WHICHEVER IS SHORTER AND AT THE END OF EACH WIRE RUN.
2.INSTALL THE GROUNDING WIRE AND EACH GROUNDING HARDWARE AT RIGHT
ANGLES FROM THE TWO-WIRE PATHS, WHEN POSSIBLE.
3.EACH GROUND SYSTEM SHALL MAINTAIN A MAXIMUM GROUND RESISTANCE OF 10
OHMS OR LESS. REFER TO TWO-WIRE COMPONENTS MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS FOR INSTALLATION.
4.INSTALL GROUNDING PER ASIC'S GUIDELINES.
NOTE:
1.COMPACT SOIL AROUND VALVE BOX TO THE SAME DENSITY AS ADJACENT UNDISTURBED
SUBGRADE.
2.SECURE STAKE TO FLUSH END CAP OR PVC NIPPLE WITH A MIN. OF 2 HOSE CLAMPS.
3.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
7
2
8
3
9
4
5
6
6" POP-UP HEAD WITH ENCLOSED
NOZZLE AND SWING PIPE. (ZONE
OPERATIONAL INDICATOR)
LOCKING ROUND BOX & COVER
PER SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH GRADE
HOSE END SELF FLUSH CAP
FINISH GRADE
24" #4 REBAR TO HOLD END CAP
IN PLACE W/ (2) STAINLESS STEEL
HOSE CLAMPS
3/4" POLYETHYLENE DRIP TUBING
ELBOW COMPRESSION FITTING
3/4" GRAVEL SUMP, 4" DEPTH
BRICK (2 REQUIRED MIN.)
RISER (LENGTH AS NEEDED)
COMPRESSION T W/ POLY TO PVC
ADAPTER
1
2
3
4
5
6
7
8
9
10
11
DRIP FLUSH END CAP WITH INDICATOR
SCALE: NTS
2"
MI
N
.
10
11
SINGLE OUTLET EMITTER PLACEMENT
SCALE: NTS
DIFFUSER CAP W/ DRIP
STAKE
PLANT CENTER
PLANT ROOTBALL
SINGLE OUTLET EMITTER
3/4" POLYETHYLENE DRIP
TUBING
1/4" DISTRIBUTION TUBING
(LENGTH NOT TO EXCEED
8')
1
2
3
4
5
6
NOTE:
1.EMITTERS SHALL BE EQUALLY SPACED AROUND ROOTBALL.
2.FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION.
2.IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL EMITTERS ON THE UPHILL SIDE OF PLANT.
3.EMITTERS SHALL BE SELF-FLUSHING PRESSURE COMPENSATING-TYPE UNLESS NOTED OTHERWISE.
4.DRIP VALVE ZONES (HYDROZONES) ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS AND SUN EXPOSURE.
5.CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN.
1
2
3
4
5
6
1
3
6
56
EMISSION POINT. DIFFUSER
CAP W/ DRIP STAKE (TYP.)
PLANT ROOT BALL (TYP.)
PLANT CENTER (TYP.)
SECOND EMISSION POINTS
SEE NOTE 3 BELOW
TREE TRUNK
MULCH LAYER
1/4" DISTRIBUTION TUBING
(NOT TO EXCEED 4')
3/4" POLYETHYLENE DRIP
TUBING
SINGLE OUTLET EMITTER
ROOTBALL
1
2
3
4
5
6
7
8
9
10
TREE EMITTER PLACEMENT
SCALE: NTS
60°60°
60°60°
60
°
NOTE:
1.MAXIMUM LENGTH OF ONE DISTRIBUTION TUBE SHALL BE 8'.
2.ALL EMISSION POINTS SHALL BE LOCATED ON UPHILL SIDE OF PLANT MATERIAL. ONE EMISSION
POINT SHALL BE DIRECTLY TO PLANT BALL AS INDICATED. ADDITIONAL EMISSION POINTS
SHALL BE WITHIN PLANT PIT PERIMETER AS DIRECTED IN THE EMITTER SCHEDULE.
3.SECOND EMISSION POINTS (IF NEEDED) AS PER THE EMITTER SCHEDULE FOR TREES WITH 3"
CALIPER OR GREATER OR CONIFEROUS TREES 10' OR GREATER IN HEIGHT.
4.THIS IS A WATERING GUIDE ONLY. SITE, SOIL AND PLANT CONDITIONS VARY GREATLY.
CONTRACTOR MUST OBSERVE THE PLANT MATERIAL AND MAKE ADJUSTMENTS AS NECESSARY
FOR PROPER PLANT WATER REQUIREMENT.
1
2
3
4
5
1
6
7
8
9
10
6" MIN.
12" MAX.
8
7
10
PVC DRIP MANIFOLD PIPE
PVC SCH 40 TEE OR EL
DRIP BLANK TUBING
CROSS INSERT FITTING
TEE INSERT FITTING
PROJECTED CANOPY LINE
OF TREE
SUB-SURFACE DRIPLINE
ROOT BALL
TIE DOWN STAKE
1
2
3
4
5
6
7
8
9
DRIPLINE TREE RING
SCALE: NTS
1 2 3 4
3
5
5
9
8
7
6
3
5
1 2 3
4 5
PROJECT: JOB NO:
LOCATION: DATE:
TIME:
MAJOR CROSS STREETS: BY:
JURISDICTION:
TEST MADE BY:
REPRESENTING:
WITNESSED BY:
REPRESENTING:
PURPOSE OF TEST:
Notes:
Static 85.00
Residual 82.00 1. Static Hydrant used outside South Gate Church
Pitot 32.00
Outlet Size 2.50 3. Flow was from 2.5" side of 2002 Mueller Hydrant
Outlet Coefficent 1.15 ** 1 3/4 Monster Pitoless Nozzle
Residual GPM 1,213
GPM Override 592.00
Residual GPM 1,213
Known PSI…: 20
GPM @ Known PSI…: 6,385
Known GPM…: 1,500.00
10:45
Robert Schmidt/Shuan Chapman
6301 S College Ave
6301 S College Ave
EJ1933
6/27/2025
Fort Collins, CO 80525
Fort Collins/Loveland Water District
Robert Schmidt/Shaun Chapman
WSFP
S College Ave / Trilby Rd
Derik Drinnen
Mike Akers 970-371-8930
Flowing Hydrant #1854
Flow Test
Flow Test
-
10
20
30
40
50
60
70
80
90
0 1000 2000 3000 4000 5000 6000 7000
PS
I
GPM
Fire Sprinkler Water Demand