HomeMy WebLinkAboutTHE SAVOY - FDP230012 - SUBMITTAL DOCUMENTS - ROUND 3 - LANDSCAPE PLANW
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BUILDING 1
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IRRIGATION CONSTRUCTION NOTES IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
RAIN BIRD / HUNTER RD06-S-P30-F WITH WITH PRO-SPRAY
NOZZLE POPUP SPRAY HEAD 1
RAIN BIRD / HUNTER RD06-S-P30-F WITH PRO-SPRAY SST,
CORNER NOZZLE POPUP SPRAY HEAD 1
HUNTER I-20-12 WITH #2 NOZ. (BLUE)HI-POP GEAR DRIVEN ROTOR 2
HUNTER /
WEATHERMATIC ICV W/ SLDEC1 DECODER ELECTRIC CONTROL VALVE 3, 18
RAIN BIRD 44-LRC QUICK COUPLING VALVE 4
WEATHERMATIC
SL9696TW-1YR-BDL-FLOW-M1NA
SL9696TW 1-YEAR SMARTWIRE BUNDLE
WITH FLOW WITH 96 ZONES FOR LTE CAT
M1 CELLULAR NETWORK WITH SLPEDSS
TWO-WIRE ELECTRIC CONTROLLER 5, 20
WEATHERMATIC SLW5 WEATHER SENSOR DEVICE 6
FEBCO 825YA WITH WATTS 223-HP PRV RP BACKFLOW PREVENTER 7
N/S GUARDSHACK GS-.5 BACKFLOW PREVENTER ENCLOSURE 8
N/S CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS
N/S MATCO 201X MANUAL DRAIN VALVE 9
LINE SIZE - 21 2'' AND SMALLER GATE VALVE 10
HUNTER IBV W/ SLDEC1 DECODER MASTER CONTROL VALVE 11, 18
WEATHERMATIC SLFSI-T10 - 1"FLOW SENSOR 12, 18
CLASS 200 BE - 21 2" & SMALLER PVC MAINLINE 13
TYPE K COPPER HARD COPPER PIPE 7
CLASS 200 BE PVC LATERAL 13
CLASS 160 PVC SLEEVING 14
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 15
RAIN BIRD /
WEATHERMATIC
XCZ-100-PRB-COM W/ SLDEC1
DECODER DRIP VALVE ASSEMBLY 16, 18
DRIP LINE BLOW-OUT STUB 17
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 15
N/S WEATHERMATIC SLDEC1 VALVE DECODER 3, 11, 12, 16, 18
N/S WEATHERMATIC SLWIRE 12-2 2-WIRE DECODER CABLE 3, 11, 12, 16, 18, 19,
20
WEATHERMATIC SLGDT LIGHTNING ARRESTOR GROUNDING LOCATION 19
WATER METER BY OTHERS
R SL
#2
#2
#2
#2
A
W
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GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN
PROVIDED BY THE HENRY DESIGN GROUP. THE CONTRACTOR IS RESPONSIBLE TO
NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR
PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY
HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE
ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES.
REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACT
IRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED.
2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT
THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATER
PRESSURE IN THIS AREA SHOULD BE 108 PSI. THE CONTRACTOR IS RESPONSIBLE TO
FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY
HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY.
WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO
HYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD
VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM
THIS PRESSURE, THEN THEY ASSUME ALL CONSTRUCTION AND ENGINEERING COSTS
ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE
PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF
91 PSI MINIMUM. A PRESSURE REDUCING VALVE IS REQUIRED.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO
IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, FIVE HOUR PER
NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS
MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE
FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE
FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE
ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND
BELOW THE AVERAGE VALUES UTILIZED.
ENVIROTURF 1.00" PER WEEK PEAK SEASON
TREES & SHRUBS 0.57" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.50" PER WEEK PEAK SEASON (TWO SEASONS)
NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE
IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR USE DURING YEARS WITH
LESS THAN NORMAL RAINFALL.
4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION
EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS.
ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR
WIRES SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL
CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM
EDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON PLANS. BOXES
INSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEW
IF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF
3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. ALL VALVE BOXES WITHIN
PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY DUTY NON-DELIBERATE
TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF,
TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED WATER
SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND
TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN
ORDERLY MANNER.
5.PIPING INSTALLATION - IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROM
BUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS REPORT, WHICHEVER IS
GREATER. NO SPRAY IRRIGATION SHALL OCCUR WITHIN 10 FEET OF THE FOUNDATION.
NO DRIP IRRIGATION SHALL OCCUR WITHIN 5 FEET OF THE FOUNDATION UNLESS SOIL
MOISTURE SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS. ALL
IRRIGATION PIPING AND EMISSION DEVICES LOCATED ON TOP OF OR WITHIN BUILDING
STRUCTURE SHALL CONFORM TO WATERPROOFING CONSULTANT REQUIREMENTS. PIPE
ROUTING MAY BE SHOWN WITHIN THESE DISTANCES FOR GRAPHICAL CLARITY ONLY.
6.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON
PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT
ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE
DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON
AS-BUILTS.
7.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP
SPRAY HEADS. INSTALL 17 SERIES NOZZLES ON ALL HEADS SPACED AT 16' TO 15'.
INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES
NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS
SPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'.
INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'. INSTALL SIDE STRIP NOZZLES ON
ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON
ALL HEADS WITH AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE
UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT
A STANDARD NOZZLE ANGLE.
8.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES
AND PLACEMENT.
9.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS
OTHERWISE NOTED.
10.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY
CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES
AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE
SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL
MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE
INSTALLED IN SLEEVING. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE
WIRE SLEEVE.
SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY)
3 4" - 11 4" PIPING 2" PVC (1)
11 2" - 2" PIPING 4" PVC (1)
21 2" - 3" PIPING 6" PVC (1)
COMMUNICATION CABLE 2" PVC (1)
11.WEB-BASED CONTROL NOTE - WEATHERMATIC SMARTLINK WEB-BASED CONTROL SYSTEM
WITH FLOW MONITORING AND REPORTING MODEL (PER SCHEDULE). INSTALL PER
MANUFACTURER'S RECOMMENDATIONS. CONTACT PARRY WEBB AT WEATHERMATIC
(303-638-6268) FOR PRICING. CONTACT JOHN KEESEN AT HYDROSYSTEMS*KDI (303)
980-5327 FOR CONTROLLER AND FLOW SENSOR START-UP AND INITIALIZATION. WATER
MANAGEMENT SUBSCRIPTION IS INCLUDED IN THE COST OF THE CONTROLLER FOR A 1
YEAR PERIOD AND WILL BE MANAGED ON BEHALF OF THE OWNER BY
HYDROSYSTEMS*KDI. COORDINATION BETWEEN HYDROSYSTEMS*KDI AND THE
LANDSCAPE MAINTENANCE COMPANY WILL BE REQUIRED FOR A PERIOD OF ONE YEAR,
AT MINIMUM.
12.2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PER
MANUFACTURES RECOMMENDATIONS AND STANDARDS.
12.1.CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEE
SCHEDULE FOR SPECIFIC 2-WIRE CABLE).
12.2.USE DIFFERENT COLOR 2-WIRE DECODER CABLE FOR EACH CONTROLLER (BLUE
FOR A AND BLACK FOR B).
12.3.ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).
12.4.LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERS
AND SPLICES) FOR MAINTENANCE.
12.5.LOOP 2' OF 2-WIRE DECODER CABLE AS AN EXPANSION LOOP AT ALL CHANGES OF
DIRECTION.
12.6.USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL
WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR A
SEPARATE 10" ROUND VALVE BOX FOR WIRE SPLICES.
12.7.INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. FROM VALVES, DECODERS,
AND COMMUNICATION WIRE.
12.8.GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 500' OF WIRE
AND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN.
13.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO
REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION
AND NOZZLE RADIUS.
14.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS
TO PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE
CURRENT. WHERE REQUIRED BY CITY OR TOWN, CONTRACTOR SHALL CONSTRUCT ONLY
OFF CITY OR TOWN STAMPED PLANS. REVISIONS TO CITY OR TOWN STAMPED PLANS
SHALL CONFORM TO CITY OR TOWN FIELD CHANGE PROCEDURES AND
DOCUMENTATION.
15.WATER BUDGETS AND PROJECTIONS - HYDROSYSTEMS-KDI HAS BASED THE IRRIGATION
DESIGN AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH FACTORS AS CITY
OR WATER DISTRICT IMPOSED REQUIREMENTS, PUBLISHED PLANT SPECIES WATER
NEEDS, SELECTED IRRIGATION METHOD EFFICIENCIES AS REPORTED BY INDEPENDENT
TESTING FACILITIES, HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION, AND
PROPER MAINTENANCE PROCEDURES. HYDROSYSTEMS*KDI IS NOT RESPONSIBLE, AND
ACCEPTS NO RESPONSIBILITY, FOR THE ACTUAL WATER USAGE VARIATION THAT IS A
RESULT OF FIELD MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTION
DOCUMENTS, IMPROPER MAINTENANCE, WASTE DUE TO SYSTEM DAMAGE OR
VANDALISM, OR WEATHER CONDITIONS THAT DEVIATE FROM PUBLISHED 30 YEAR
HISTORICAL AVERAGES.
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DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
1
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IRRIGATION KEY MAP
IR-2
IR-3
IR-4.1
IR-4.2
0
NORTH
50'100'200'
SCALE: 1''=100'
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(1)2''DR 1"
A1
DR 1"
A2
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A39
DR 1"
A40
11 1"
A41
DR 1"
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16 1"
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16 1"
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DR 1"
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16 1"
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16 1"
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16 1"
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DR 1"
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17 1"
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17 1"
A52
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A43
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t
a
l
HO
06
/
2
9
/
2
0
2
3
TH
E
S
A
V
O
Y
DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
2
Ir
r
i
g
a
t
i
o
n
P
l
a
n
SEE SHEET IR-3
SE
E
S
H
E
E
T
I
R
-
4
.
1
IRRIGATION PLAN 2
0
NORTH
10'20'40'
SCALE: 1''=20'
LE FEVER DRIVE
C
I
N
Q
U
E
F
O
I
L
L
A
N
E
POINT OF CONNECTION - 1"
PEAK FLOW REQUIREMENT: 18 GPM. REQUIRED STATIC PRESSURE: 91 PSI MIN.
TIE ONTO 1'' COPPER STUB-OUT DOWNSTREAM OF WATER METER AT 54'' DEPTH IN THIS
APPROXIMATE LOCATION, BY OTHERS RE=CIVIL PLAN. INSTALL ONE 1'' METER PER CITY OF
FORT COLLINS SPECIFICATIONS AND STANDARDS. EXTEND 1'' TYPE K SOFT COPPER AT 54''
MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1'' STOP AND WASTE
VALVE, ONE 1'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REDUCING
VALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE 1" FLOW SENSOR,
ONE 1" MASTER VALVE, ONE QUICK COUPLING VALVE, ONE GATE VALVE AND EXTEND PVC
MAINLINE AS SHOWN. SET PRESSURE REDUCING VALVE TO 91PSI. EXTEND ONE PE89
SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT LOCATED IN ASSOCIATED
CONTROLLER. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND
DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES AND
PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR.
FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
A 1
1
A
CONTROLLER LOCATION
PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL, STATION COUNT PER
CONTROLLER DATA SCHEDULE), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS
AVAILABLE WITHIN 60 LF. OF CONTROLLER LOCATION FROM BUILDING, BY OTHERS RE: ELECTRICAL
PLAN(COORDINATE POWER DROP WITH ELECTRICAL ENGINEER). ELECTRICAL METER, WIRE/CONDUIT,
STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY
CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. LOCATE SHIELDED CABLE FROM FLOW
SENSOR AND CONNECT TO AIR CARD UNIT LOCATED IN ASSOCIATED CONTROLLER. LOCATE
MASTER VALVE WIRES WITH SPARES AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TO
THE DATA RETRIEVAL BOARD IN ASSOCIATED CONTROLLER. FEES AND PERMITS ASSOCIATED WITH
WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE
APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. MOUNT ONE
WEATHERMATIC WEATHER STATION SENSOR ON POLE WHERE THERE IS 20 FT. OF CLEARANCE FROM
ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL SENSOR RECEIVER IN CONTROLLER
ENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION CONTROLLER SENSOR PORT
THROUGH CONDUIT. FINAL SENSOR LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
W
W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ST ST ST ST ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
SS
SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
D
D
D
D
H Y D
H Y D
S S
S
C.O.
C.O.
TF
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G
G
G
G G G G G
E
E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E
E
E
TF
TF
E
E E E E E E
G G G G G G G G G G G
E
E
G
G
E E E E E
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
E E
BUILDING 5BUILDING 6
B
U
I
L
D
I
N
G
7
W
T
T
T
T T T
T
T T T T T T T T T T T T T T T T T T T T T T
SS
SS
T
E
E
E
E
E
E
E
E
E
E
E
E
E
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''
(1)2''(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
DR 1"
A4DR1"
A5
DR 1"
A6
DR 1"
A7
13 1"
A8
11 1"
A9
dr 1"
A10
17 1"
A11
17 1"
A12
18 1"
A13
16 1"
A14
11 1"
A15
18 1"
A16
DR 1"
A17
DR 1"
A18
DR 1"
A19
(1)2''
2''
2''
11 2''
11 2''11 2''11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''11 2''
11 2''
(1)4''
(1)2''
(1)4''
(2)2''
(1)4''
(1)2''
(1)4''(2)2''
(1)4''(1)2''(1)4''
(1)2''
(1)4''
(1)2''
(1)4''
(1)2''
(1)4''
(2)2''(1)4''
(2)2''
(1)4''
(3)2''
(1)4''
(4)2''(1)4''
(3)2''(1)4''
(3)2''(1)4''
(3)2''(1)4''
(3)2''
(1)4''
(3)2''
G
G
G
114"
114"
11 4"
11 4"
DR 1"
A3
(1)4''
(1)2''
No
.
Re
v
i
s
i
o
n
s
:
By
:
Da
t
e
:
P.
M
A
N
A
G
E
R
:
HO
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
SC
A
L
E
:
DA
T
E
:
09
-
1
9
-
2
0
2
3
PR
O
J
E
C
T
:
51
4
-
0
0
3
Sheet
LI
S
T
O
F
X
R
E
F
S
:
[
2
0
2
3
-
0
2
-
2
0
L
a
n
d
s
c
a
p
e
P
l
a
n
-
e
x
p
o
r
t
]
[
5
1
4
-
0
0
3
_
x
S
I
T
E
]
[
5
1
4
-
0
0
3
_
x
E
X
S
T
]
[
5
1
4
-
0
0
3
_
x
A
D
J
]
[
5
1
4
-
0
0
3
_
x
T
O
P
O
]
[
5
1
4
-
0
0
3
_
x
G
R
A
D
]
[
5
1
4
-
0
0
3
_
x
U
T
I
L
]
[
T
b
l
o
c
k
-
0
3
1
5
2
3
]
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 7
IR-3
HO HO
AS
S
H
O
W
N
1
Fi
n
a
l
D
e
v
e
l
o
p
m
e
n
t
P
l
a
n
-
1
s
t
S
u
b
m
i
t
t
a
l
HO
06
/
2
9
/
2
0
2
3
TH
E
S
A
V
O
Y
DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
3
Ir
r
i
g
a
t
i
o
n
P
l
a
n
SEE SHEET IR-2
SE
E
S
H
E
E
T
I
R
-
4
.
2
IRRIGATION PLAN 3
0
NORTH
10'20'40'
SCALE: 1''=20'
PRECISION DRIVE
C
I
N
Q
U
E
F
O
I
L
L
A
N
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GG
H Y D
S
TF
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGGG
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEE
E
E
TF
ELEC
E
E
E
E
E
E
E
E
E
E
E
UD UD UD
E
E E E E
E
E
BUILDING 2
BU
I
L
D
I
N
G
4
BU
I
L
D
I
N
G
3
(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
DR 1"
A32
DR 1"
A33
17 1"
A34
DR 1"
A35
16 1"
A36
DR 1"
A37
17 1"
A38
11 4''114''
11 2''11 2''11 2''
11 2''
11 2''
(1)4''
(3)2''
(1)4''
(3)2''
(1)4''
(3)2''
(1)4''
(3)2''
(1)4''
(2)2''
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W
ST ST ST ST ST ST ST ST ST ST ST
ST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GG
CT
V
CT
V
CTV
CTV CTV CTV
E
E
E
E E E
DD
D
DD
H Y D
S
S
GAS
E
ELEC
F.O.S
T
F.O.
G G G G G G G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
U
D
E E E E E E E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TF
TF
EV
EEEEEE
E
E
G
E
E
E
E
E
E
BUILDING 5
W
T T T T T T
T
T
T
T
T T
T
ELEC
ST
(1)2''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
18 1"
A20
17 1"
A21
18 1"
A23
10 1"
A24
16 1"
A28
15 1"
A29
DR 1"
A30
14 1"
A31
#2
#2
#2
#2
14 1"
A26
11 4''
11 4''
DR 1"
A22
114''
11 4''
11 2''
11 2''
11 2''
11 2''11 2''11 2''
11 2''
11 2''
11 2''
11 2''
(1)4''
(2)2''
(1)4''
(3)2''
(1)4''
(3)2''(1)4''
(3)2''
(1)4''
(3)2''
(1)4''
(1)2''
(1)4''
(1)2''
(1)4''
(3)2''
(1)4''
(4)2''
(1)4''
(3)2''
(1)4''
(2)2''
(1)4''
(1)2''
G
(1)2''
11 4"
#2
17 1"
A25
(1)2''(1)2''
17 1"
A27
No
.
Re
v
i
s
i
o
n
s
:
By
:
Da
t
e
:
P.
M
A
N
A
G
E
R
:
HO
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
SC
A
L
E
:
DA
T
E
:
09
-
1
9
-
2
0
2
3
PR
O
J
E
C
T
:
51
4
-
0
0
3
Sheet
LI
S
T
O
F
X
R
E
F
S
:
[
2
0
2
3
-
0
2
-
2
0
L
a
n
d
s
c
a
p
e
P
l
a
n
-
e
x
p
o
r
t
]
[
5
1
4
-
0
0
3
_
x
S
I
T
E
]
[
5
1
4
-
0
0
3
_
x
E
X
S
T
]
[
5
1
4
-
0
0
3
_
x
A
D
J
]
[
5
1
4
-
0
0
3
_
x
T
O
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]
[
5
1
4
-
0
0
3
_
x
G
R
A
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]
[
5
1
4
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0
0
3
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x
U
T
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]
[
T
b
l
o
c
k
-
0
3
1
5
2
3
]
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 7
IR-4
HO HO
AS
S
H
O
W
N
1
Fi
n
a
l
D
e
v
e
l
o
p
m
e
n
t
P
l
a
n
-
1
s
t
S
u
b
m
i
t
t
a
l
HO
06
/
2
9
/
2
0
2
3
TH
E
S
A
V
O
Y
DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
4
Ir
r
i
g
a
t
i
o
n
P
l
a
n
SEE SHEET IR-4.2
SE
E
S
H
E
E
T
I
R
-
2
IRRIGATION PLAN 4.1
0
NORTH
10'20'40'
SCALE: 1''=20'
PRECISION DRIVE
BR
O
O
K
F
I
E
L
D
D
R
I
V
E
LE FEVER DRIVE
SEE SHEET IR-4.1
SE
E
S
H
E
E
T
I
R
-
3
BR
O
O
K
F
I
E
L
D
D
R
I
V
E
IRRIGATION PLAN 4.2
0
NORTH
10'20'40'
SCALE: 1''=20'
No
.
Re
v
i
s
i
o
n
s
:
By
:
Da
t
e
:
P.
M
A
N
A
G
E
R
:
HO
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
SC
A
L
E
:
DA
T
E
:
09
-
1
9
-
2
0
2
3
PR
O
J
E
C
T
:
51
4
-
0
0
3
Sheet
LI
S
T
O
F
X
R
E
F
S
:
[
2
0
2
3
-
0
2
-
2
0
L
a
n
d
s
c
a
p
e
P
l
a
n
-
e
x
p
o
r
t
]
[
5
1
4
-
0
0
3
_
x
S
I
T
E
]
[
5
1
4
-
0
0
3
_
x
E
X
S
T
]
[
5
1
4
-
0
0
3
_
x
A
D
J
]
[
5
1
4
-
0
0
3
_
x
T
O
P
O
]
[
5
1
4
-
0
0
3
_
x
G
R
A
D
]
[
5
1
4
-
0
0
3
_
x
U
T
I
L
]
[
T
b
l
o
c
k
-
0
3
1
5
2
3
]
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 7
IR-5
HO HO
AS
S
H
O
W
N
1
Fi
n
a
l
D
e
v
e
l
o
p
m
e
n
t
P
l
a
n
-
1
s
t
S
u
b
m
i
t
t
a
l
HO
06
/
2
9
/
2
0
2
3
TH
E
S
A
V
O
Y
DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
5
Ir
r
i
g
a
t
i
o
n
D
e
t
a
i
l
s
3"
SET BOTTOM OF CAP AT GRADE
CURB & GUTTER, SIDEWALK OR
HARD SURFACE WHERE
APPLICABLE
POP-UP SPRAY HEAD
12" MALExBARB ELL
12" DIA. POLYETHYLENE SWING
PIPE (4 L.F. MAXIMUM LENGTH)
12" MALExBARB ADAPTER
POP-UP SPRAY HEAD
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE TO MALE PVC THREADED FITTINGS.
·DOUBLE CLAMP 11 2" & 2" DIAMETER FITTINGS.
PVC LATERAL SWING W/ LINE
SIZEx1 2" SLIPxFIPT FITTING
1 HI-POP GEAR DRIVEN ROTOR
NOTE:
·DIAMETERS OF FITTINGS AND NIPPLES SHALL
EQUAL ROTOR INLET DIAMETER.
·SET ROTOR PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE ALL PVC MALE THREADED
FITTINGS.
24"
6"
SET LIP AT FINSHED GRADE
CURB AND GUTTER, SIDEQALK OR HARD
SURFACE WHERE APPLICABLE
HI-POP GEAR DRIVEN ROTOR
MIPTxFIPT SCH. 40 PVC ELL (2)
12" SCH. 80 PVC NIPPLE
MIPTxFIPT SCH. 40 PVC 90 ELL
PVC SUPPLY LINE WITH SCH. 40
SLIPxFIPT PVC FITTING
30-60 DEG
2
PVC PRESSURE MAINLINE
REFER TO IRRIGATION
SCHEDULE
NOTE:
·CONCRETE PAD PENETRATIONS TO BE 1"
LARGER THAN TUBING DIAMETER.
·REFER TO ENCLOSURE DETAIL FOR
CONCRETE PAD DIMENSIONS.
·DIAMETER OF FITTINGS, NIPPLE AND TUBING
SHALL EQUAL DIAMETER OF BACKFLOW
PREVENTER UNLESS NOTED OTHERWISE.
BRONZE UNION - SWxSW
6" THICK CONCRETE PAD -
LENGTH AS REQUIRED, 30" MIN.
WIDTH. TOP OF SLAB TO BE 1"
ABOVE FINISH GRADE.
ADJUSTABLE CAST IRON STOP
BOX - TYLER OR EQUAL
PROTECTIVE ENCLOSURE -
REFER TO DETAIL
REDUCED PRESSURE
BACKFLOW PREVENTER
QUICK COUPLING
VALVE - INSTALL AS
PER QCV DETAIL
12"
SOIL FILTER FABRIC COVERING
GRAVEL SUMP
STOP & DRAIN VALVE - LINE SIZE
3 4" CRUSHED GRAVEL SUMP - 2 CU. FT.
SERVICE LINE FROM WATER METER
12"EQ EQ
TYPE "K"
RIGID
COPPER
WATTS 223-HP PRESSURE
REGULATING VALVE W/ LINE
SIZExCL BRASS NIPPLE (SIZE
PER PLAN)
CxM ADAPTER (TWO REQUIRED)
BACKFLOW PREVENTER 73/4" - 2" SYSTEMS WITH PRV & PVC
CONNECTION
NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALL
EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE
INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND
HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE
THREADED FITTINGS AND THREADED NIPPLES.
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
SCH. 40 PVC REDUCING
MALE ADAPTER
RECTANGULAR VALVE BOX. BRAND LID WITH
CONTROLLER & STATION #. REFER TO
TECHNICAL SPECIFICATIONS. CENTER BOX
OVER ASSEMBLY.
PVC BALL VALVE - FIPTxFIPT
3 4" CRUSHED GRAVEL SUMP - FILL BOX
TO BOTTOM OF VALVE BODY
SCH. 80 PVC NIPPLE - LENGTH AS
REQUIRED
SERVICE TEE - SOLVENT WELD
OR GASKETED FITTING - REFER
TO SPECIFICATIONS
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
TWO BLACK WIRES TO VALVE SOLENOID
DECODER
DBR-6 (2)
PROVIDE 60" CONTINUOUS COILS OF EXTRA
CABLE WIRING WITHIN VALVE BOX (PER
DECODER) FOR MAINTENANCE PURPOSES.
TWO-WIRE PATH TO NEXT DECODER
TO EARTH GROUNDING LOCATION
INSTALLED PER ASIC GUIDELINES. REFER
TO CONSTRUCTION NOTES FOR
FREQUENCY AND OTHER REQUIREMENTS.
TWO-WIRE PATH TO
NEXT DECODER
DBR-6 (2)
DBR-6
ELECTRIC CONTROL VALVE 3TWO-WIRE SYSTEM - PVC PIPE
FINISH GRADE
APPLY TEFLON TAPE TO ALL THREADED NIPPLES
3"
2"
10" ROUND VALVE BOX BRAND
"QC" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
3 4" CRUSHED GRAVEL SUMP -
FILL BOX TO WITHIN 2" OF
BOTTOM OF QCV LID
1" BRASS NIPPLE LENGTH AS REQUIRED
LINE SIZE BRASS COUPLING
12"x12" REBAR STABILIZING STAKE
TYPICAL TWO SIDES PER QUICK
COUPLING VALVE LOCATION
LASCO #G 13S-212 UNITIZED SWING
JOINT W/ BRASS INSERT STABILIZER
ELBOW. PROVIDE WITH 1" MIPT INLET
PRESSURE MAINLINEx1" PVC SERVICE TEE -
SOLVENT WELD OR GASKETED FITTING REFER
TO SPECIFICAIONS
QUICK COUPLING VALVE
QUICK COUPLING VALVE 4
FINISH GRADE
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC FITTINGS AND ALL NIPPLES
3 4" CRUSHED GRAVEL SUMP 1 CU. FT.
2" VALVE MARKER
10" ROUND VALVE BOX - BRAND THE
LETTER "D' IN LID. REFER TO
TECHNICAL SPECIFICATIONS.
2" CL 160 PVC ACCESS SLEEVE -
LENGTH AS REQUIRED
3 4" FxF SCH. 80 PVC 90 ELL (2)
3 4"xCL PVC NIPPLE SCH. 80 (2)
3 4"x6" SCH. 80 GALVANIZED STEEL NIPPLE
3 4" BRASS GLOBE VALVE
3 4" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3 4"x4" PVC NIPPLE SCH. 80
3 4" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE
MANUAL DRAIN VALVEMANUAL DRAIN VALVE 9TYPICAL
CL
EQ EQ
6"6"
Y
CL
1"5"
EQ
6"
Y
EQ
6"
CL
Z
X
GUARDSHACK ENCLOSURE
CONCRETE PAD
BFP MODEL/SIZE ENCLOSURE MODEL X Y Z
FEBCO 825YA 3/4" & 1"GS-.5 10"24"18"
FEBCO 825YA 112" & 2"GS-1 10"34"24"
NOTES:
·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE
1" LARGER THAN RISER DIAMETER.
·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH
GRADE.
·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.
·PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR. UNLESS
OTHERWISE NOTED (SEE SCHEDULE).
TOP VIEW
SIDE VIEW
8GUARDSHACK - 3/4" - 2" SYSTEMS
BACKFLOW ENCLOSURE
A
CONTROLLER
AIR CARD COMMUNICATION NEEDS TO BE
CONFIRMED PRIOR TO MOUNTING. LOCATE ON
EXTERIOR OF ENCLOSURE. AIR CARD SHALL BE
CONNECTED TO CONTROLLER AND FLOW SENSOR.
SHOULD COMMUNICATION NOT BE OPTIMAL WHILE
MOUNTED ON CONTROLLER EXTERIOR, CONTACT
HYDROSYSTEMS*KDI AT (303) 980-5327.
#6 BARE COPPER GROUNDING WIRE
1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE
3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES
3 4" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE
PREFABRICATED ENCLOSURE
3 4" PVC CONDUIT W/ SWEEP ELL - FLOW CABLE
AIR CARD INSTALLATION
AIR CARD
0.5%
SLOPE
A
NOTES:
·CONTRACTOR TO GROUND AND PROVIDE SURGE
PROTECTION FOR CONTROLLER IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND
GROUND ROD(S) SHOWN.
·CONTROLLER GROUNDING SHALL COMPLY W/
MANUFACTURER'S SPECIFICATIONS.
·INSTALL A DISCONNECT SWITCH AND 120 VOLT GFIC
RECEPTACLE WITHIN PEDESTAL.
·ALL ELECTRICAL WORK TO CONFORM TO LOCAL
CODE.
6"
18"
6"6"
PLAN VIEW
5"
1"
CLOSEST
IRRIGATED
AREA
DISCONNECT SWITCH & RECEPTACLE
CONTROLLER
INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING
CORRESPONDING WITH CONTROLLER # ON OUTSIDE
SURFACE OF ENCLOSURE DOOR.
CONTROL WIRES - NEATLY BUNDLE WIRING
& SECURE W/ LOCKING WIRE TIES
3 4" NON-METALLIC LIQUIDTITE CONDUIT W/ MALE
ADAPTERS (2) AND LOCK RINGS, WASHERS
CONCRETE PAD
FINISH GRADE
5 8"x8' COPPER - CLAD GROUNDING
ROD W/ BRONZE CLAMP & 10" ROUND
VALVE BOX (TYPICAL)
#6 BARE COPPER GROUNDING WIRE
1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE
3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES
PROVIDE 48" LENGTH OF ALL SPARE WIRES
WITHIN PEDESTAL, NEATLY COILED.
3 4" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE
PREFABRICATED ENCLOSURE
FRONT
VIEW
EXTERNAL
SIDE VIEW
WEB-BASED CONTROL - REFER TO IRRIGATION
CONSTRUCTION NOTES FOR WEATHERMATIC
SMARTLINK WEB-BASED CONTROL SYSTEM WITH
FLOW MONITORING AND REPORTING FOR PRICING,
STARTUP, INITIALIZATION, WATER MANAGEMENT
SUBSCRIPTION, AND COORDINATION INFORMATION.
5ELECTRIC CONTROLLER
PEDESTAL
10' MIN.
36" MIN.
12" DIAMETER CONCRETE BASE - FORM
W/ SONA-TUBE OR EQUAL. POST SHALL
BE CENTERED WITHIN BASE.
FINISH GRADE
11 2" DIAMETER SCH. 40
GALVANIZED STEEL POST
112"x3" SCH. 40 GALVANIZED NIPPLE
WITH 112" FIPT GALVANIZED CAP
112"x1" FxF SCH. 40
GALVANIZED TEE
WEATERMATIC SLW5 WEATHER
STATION WITH POLE BRACKET & 15'
CLEARANCE FROM ANY STRUCTURE
WEATHER SENSOR 6Pole Mounted - Wireless
No
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IR-6
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TH
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DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
6
Ir
r
i
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a
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D
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a
i
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s
FINISH GRADE
2"
3"
10" ROUND VALVE BOX. BRAND "GV"
ON LID OF VALVE BOX. REFER TO
TECHNICAL SPECIFICATIONS.
GATE VALVE W/ CROSS HANDLE AND
SOLID WEDGE DISC.
3 4" CRUSHED GRAVEL SUMP - FILL
BOX TO WITHIN 2" OF TOP OF 6"
PVC ACCESS SLEEVE∅
6" CLASS 160 PVC SLEEVE BOTTOM TO
BE NOTCHED AND CONTACT TOP OF
PRESSURE MAINLINE
PVC PRESSURE MAINLINE
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TO EQUAL GATE VALVE DIAMETER
UNDISTURBED SOIL
GATE VALVE 10
FINISH GRADE
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
PRESSURE MAINLINE
3 4" CRUSHED GRAVEL SUMP - 2 C.F.
ELECTRIC MASTER CONTROL
VALVE
TWO-WIRE DECODER CABLE TO NEXT
DECODER. PROVIDE 60" CONTINUOUS COIL
OF ADDITIONAL WIRING WITHIN BOX TO
ALLOW REMOVAL OF CONTROL VALVE
FROM BOX FOR MAINTENANCE PURPOSES.
TWO BLACK WIRES TO VALVE SOLENOID
DECODER
DBR-6 (4)
FLOW
MASTER VALVE 11VIA DECODER - TAPS 2" & SMALLER
NOTE: REFER TO TECHNICAL
SPECIFICATIONS FOR MINIMUM
TRENCH WIDTHS.FINISH
GRADE
ROTOR LATERAL
PIPING
BACKFILL MATERIAL (TYP.)
4-6" BODIES: 14"
12" BODIES: 18"
24"
MAINLINE
4-6" BODIES: 18"
12" BODIES: 24"
CONTROL WIRE BUNDLE OR TWO
WIRE COMMUNICATION CABLE (PER
SPECIFICATIONS)
SPRAY HEAD LATERAL
PIPING OR DRIP LINE
HEADER.
1318" MAINLINE
TRENCH
B
A
ROUGH GRADE
C
NOTE:
·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN.
·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE
SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT
STACK SLEEVES VERTICALLY.
·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A
"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.
PAVED SURFACE
CURB AND GUTTER
(IF APPLICABLE)
2" PVC PIPE SLEEVE MARKER -
INSTALL AT BOTH ENDS OF EACH
SLEEVE LOCATION AND EXTEND AT
LEAST 3' ABOVE GRADE. SPRAY
EXPOSED PORTION OF MARKER WITH
GREEN FLUORESCENT PAINT.
SEAL ENDS OF SLEEVE WITH
CLOTH DUCT TAPE (TYPICAL)
PVC SLEEVING (TYPICAL)
IRRIGATION SLEEVING
24" MIN.
12" MIN.
36" MIN.
14
PLANT SIZE EMITTER
FLOW RATE
EMITTER QTY. AT MULCHED
BED LOCATIONS
EMITTER QTY. AT NATIVE
SEED LOCATIONS
1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH
5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH
11 2" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH
2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH
212" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH
3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH
31 2" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH
4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH
6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH
8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH
10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH
12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH
NOTES:
·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS
SHALL BE EQUALLY SPACED AROUND ROOT BALL.
·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A
MAXIMUM OF 2".
·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO
EMITTER INSTALLATION.
·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE
OF ROOT BALL.
·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS
NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.
·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.
·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN
ON PLAN.
·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED
TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER
SCHEDULE AS FOLLOWS:
··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL
BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.
··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR
PLANTS WITH NORTH AND EAST EXPOSURES.
··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES
AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.
DOWN
4:1(+)-SLOPE
SECTION
10" MIN
4"-6"
PLANTING BACKFILL MATERIAL
POLY DRIP TUBING
PLANT ROOTBALL
EMITTER - STAKE TO EDGE OF
ROOTBALL
EMITTER MICRO-TUBING - 60"
MAXIMUM LENGTH
PLANT MATERIAL
EMITTER - REFER TO SCHEDULE FOR
EMITTER QUANTITY. REFER TO
SPECIFICATIONS FOR MANUFACTURER
AND MODEL NUMBER.
MULCH LAYER
EMITTER MICRO-TUBING
POLY DRIP TUBING - RE:
TECHNICAL SPECIFICATIONS
6" 10 GAUGE JUTE STAKE OR
APPROVED EQUAL
PLAN
15DRIP EMITTER
BELOW GRADE
3" MIN.
PVC SCH. 40 TEE OR ELL
3" MIN DEPTH OF 3 4"
WASHED GRAVEL
PVC MAINLINE
PVC SCH. 80 NIPPLE, CLOSE
PVC SCH. 80 UNION FOR
SERVICING ASSEMBLY
DRIP VALVE ASSEMBLY
WITH BASKET FILTER (SEE
SCHEDULE)
FINISH GRADE
JUMBO VALVE BOX - BRAND BOX LID W/
CONTROLLER AND STATION NUMBER.
REFER TO TECHNICAL SPECIFICATIONS.
PVC SCH. 80 NIPPLE
PVC SCH. 40 ELL
VALVE SIZE MIPTxINS. PVC ADAPTER
STAINLESS STEEL WORM GEAR OR
PINCH CLAMP
VALVE SIZE POLY PIPING -
SWEEP TO SPECIFIED DEPTH
NOTE:
INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE
ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE
ACCEPTED. PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF CONTROL
VALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVE
BOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT REST
ON DRIP TUBING.
TWO BLACK WIRES TO VALVE SOLENOID
DECODER
TWO-WIRE PATH TO NEXT DECODER
TO EARTH GROUND INSTALLED IN
SEPARATE LOCATION PER ASIC
GUIDELINES. SPACE DECODERS
PER MANUFACTURER GUIDELINES.
DBR-6 (2)
DBR-6 (3)
DRIP VALVE 16TWO-WIRE SYSTEM - BASKET - POLY PIPE
3 4" PVC BALL VALVE WITH 3 4" PVC
INSxMIPT ADAPTER AND S.S. CLAMP
3 4" DRIP TUBING - COIL SUFFICIENT
LENGTH IN BOX TO EXTEND HOSE
ADAPTER OUTSIDE OF VALVE BOX.
3 4" WASHED RIVER ROCK SUMP (1
CU. FT.)
INSERT TEE WITH CLAMPS
10" ROUND VALVE BOX WITH COVER
- BRAND "DB" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
SECTIONPLAN
DISTANCES VARY: CONTRACTOR SHALL
LOCATE FLUSH VALVE BOX TO BE
SCREENED BY PLANT MATERIAL AND
ACCESSIBLE. OPERATIONAL INDICATOR
SHALL BE LOCATED FOR EASY
VISIBILITY DURING OPERATION
PLANT MATERIAL
INDICATOR HEAD
PLANTER BED
WALL OR EDGER
FLUSH VALVE
POLY PIPE FROM
EXHAUST HEADER
OR DRIP LATERAL
FINISH GRADE
DEFLECT TUBING TO PERMIT
ENTRY THROUGH BOTTOM OF
VALVE BOX.
12" POP-UP SPRAY HEAD WITH
CHECK VALVE, CLOSED NOZZLE, &
SWING PIPE (ZONE OPERATIONAL
INDICATOR)PLANT MATERIAL
DRIP FLUSH VALVE 17WITH OPERATIONAL INDICATOR
METER RUN
·NO FITTINGS INCLUDING REDUCER
BUSHINGS, TEES, ELLS, ETC, SHALL BE
INSTALLED WITHIN METER RUN.
·DIAMETER OF FLOW SENSOR TEE AND ALL
PIPING WITHIN METER RUN SHALL BE EQUAL.
·NO REDUCER BUSHINGS, ADAPTERS, ETC.
SHALL BE INSTALLED WITHIN METER RUN.
DATA CABLE SPLICE CONSISTING OF WIRE NUTS
AND PREFORMED SUPER SERVISEAL SPLICE KIT.
FINISH GRADE
RECTANGULAR VALVE BOX WITH EXTENSIONS AS
REQUIRED. BRAND "FS" INTO VALVE BOX LID. REFER
TO TECHNICAL TO TECHNICAL SPECIFICATIONS
SPECIFICATIONS. VALVE BOX SHALL NOT REST
DIRECTLY ON FLOW SENSOR CABLE.
TEE STYLE FLOW SENSOR. REFER TO PLAN &
SCHEDULE FOR SIZING, MANUFACTURER, & MODEL.
DATA CABLE TO CONTROLLER SENSOR INPUTS
PER MANUFACTURER RECOMMENDATION.
PROVIDE ADDITIONAL CABLE WITHIN BOX TO
ALLOW REMOVAL OF SENSING UNIT FROM BOX
FOR MAINTENANCE PURPOSES.
3/4" GRAVEL SUMP - 2 CU. FT.
PVC PRESSURE MAINLINE - REFER
TO PLAN FOR DIAMETER.
FLOW
10x PIPE DIA.5x PIPE DIA.
METER RUN
WEB-BASED CONTROL - REFER TO IRRIGATION
CONSTRUCTION NOTES FOR WEATHERMATIC
SMARTLINK WEB-BASED CONTROL SYSTEM WITH
FLOW MONITORING AND REPORTING FOR PRICING,
STARTUP, INITIALIZATION, WATER MANAGEMENT
SUBSCRIPTION, AND COORDINATION INFORMATION.
FLOW SENSOR 12TEE STYLE
No
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DIRECTORY
IRRIGATION SCHEDULE IR-1
IRRIGATION NOTES IR-1
IRRIGATION PLANS IR-2 - IR-4
IRRIGATION DETAILS IR-5 - IR-7
IRRIGATION CHARTS IR-7 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
R
Know what's below.
Call before you dig.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
7
Ir
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FINISH GRADE
SUBGRADE
RECTANGULAR VALVE
BOX WITH CONTROL
VALVE AND DECODER
SECURE DECODER TO 6"x1" PVC PIPE
WITH PIPE CAP VIA. NYLON WIRE TIE
(2)
REBAR STAKE
1" MINIMUM
12" MINIMUM
WIRE PATH FROM CONTROLLER ALLOW 5
FT. SLACK PER DECODER. ALL WIRE TO BE
TO 14 UAG STANDARDS. REFER TO TWO
WIRE PLAN FOR CONTROLLER WIRE
MANUFACTURE AND MODEL NUMBER.
DECODER, WIRE END DOWN (REFER
TO SCHEDULE FOR MODEL NUMBER)
ID WIRE PATH TO NEXT
DECODER (3M) DBY (2)
DECODER INSTALLATION 18TWO-WIRE SYSTEM
GROUNDING MUST MEET ALL MANUFACTURER'S REQUIREMENTS. IN ADDITION,
GROUNDING PLATE DESIGN CONSISTS OF ONE VERTICAL 8-FOOT COPPER CLAD
GROUNDING ROD (AT LEAST EIGHT FEET FROM THE EQUIPMENT), AND ONE COPPER
GROUNDING PLATE PER 40 STATIONS REQUIRING GROUNDING. INSTALL GROUNDING
PLATE HORIZONTALLY, THREE FEET DEEP AND 15' FROM THE GROUNDING ROD.
SHOULD MULTIPLE RODS/PLATES BE REQUIRED, THEY SHALL BE PLACED A MINIMUM
OF 3 LINEAR FEET FROM EACH OTHER. PERFORM CADWELD CONNECTION TO
GROUNDING ROD(S) AND PLACEMENT OF GROUNDING PLATE(S) IN OWNER'S
PRESENCE PRIOR TO BACKFILL. REFER TO ASIC STANDARDS FOR MORE
INFORMATION.
FINISH GRADE
SATELLITE CONTROLLER(S)
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
CADWELD GT1161G "ONE SHOT" WELD
5 8" x 8FT COPPER-CLAD GROUNDING ROD
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
COPPER GROUNDING PLATE 4"x96"x0.0626"
GROUND ENHANCEMENT MATERIAL PER
MANUFACTURER'S RECOMMENDATIONS
1'
8'15'
3'
20CONTROLLER GROUNDING
TWO-WIRE SYSTEM - Pedestal Mount
10" ROUND VALVE BOX
CAD WELD
3 4" CRUSHED GRAVEL
SUMP (2 FT³)
8 FT COPPER GROUNDING ROD
FINISH
GRADE
PVC MAINLINE
TWO WIRE COMMUNICATION CABLE PATH
TWO WIRE PATH TO BE EXTENDED TO
GROUNDING LOCATIONS AT REGULAR
INTERVALS, AS DEFINED IN SCHEDULE.
SLGDT
SLCONN
#8 BARE COPPER WIRE
MAINLINE & WIRE PATH
GROUNDING ROD
PLAN VIEW
CROSS SECTION VIEW
8'-12' MIN.
NO ELECTRONIC EQUIPMENT
SHALL BE PLACED WITHIN THE
GROUNDING ROD BUFFER AREA.
DECODER GROUNDING 19VIA GROUNDING ROD
WATER DEMAND CHART C1POINT OF CONNECTION #1
HYDRAULIC CHART C2POINT OF CONNECTION #1
CONTROLLER CHART C3POINT OF CONNECTION #1