HomeMy WebLinkAboutFile Documents.1315 Sage Ct.0082-2021-BRES (51)I.1.001
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
SCHEDULE
AND NOTES
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN
PROVIDED BY PINON SAGE. 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 90 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 HE ASSUMES 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
75 PSI MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO
IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, SIX 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.
BLUEGRASS TURF 1.94" PER WEEK PEAK SEASON
ORNAMENTAL PLANTINGS 0.78" PER WEEK PEAK SEASON
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. WHERE MORTAR PAVING LIDS ARE INSTALLED ABOVE BOXES,
IRRIGATION BOX WITH LID SHALL BE LOWERED TO ACCOMMODATE PAVING LID. REFER
TO LANDSCAPE FOR ADDITIONAL INFORMATION, TO BE INSTALLED PER MANUFACTURE
RECOMMENDATIONS.
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. FOR INTERIOR MOUNTED BACKFLOW PREVENTER LOCATIONS, INSTALL ONE
BOILER DRAIN VALVE DOWNSTREAM OF BACKFLOW PREVENTER.
7.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES /
DRIP TUBING FLOW AND PLACEMENT.
8.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS
OTHERWISE NOTED.
9.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)
COMMUNICATION CABLE 2" PVC (1)
10.SPARE CONTROL WIRES - CONTRACTOR SHALL EXTEND THREE SPARE WIRES (ONE COMMON
AND 2 CONTROL WIRES) FROM EACH CONTROLLER TO THE END OF THE MAINLINE
SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPARE WIRES IN
10" ROUND VALVE BOX WITH QUICK COUPLING VALVE. REFER TO SPECIFICATIONS FOR
WIRE COLOR. SEE IRRIGATION SCHEDULE FOR ADDITIONAL INFORMATION.
11.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO
REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION
AND NOZZLE RADIUS.
12.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.
13.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.
IRRIGATION CONSTRUCTION NOTES IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
RAIN BIRD RD-06-SAM-PRS-P30 WITH MPR SERIES
NOZZLE POPUP SPRAY HEAD 16
HUNTER I-20-06-SS WITH # STANDARD NOZZLE
(BLUE)GEAR DRIVEN ROTOR 18
HUNTER I-20-06-SS WITH #MPR25 MATCHED
PRECIPITATION NOZZLE (RED)GEAR DRIVEN ROTOR 18
HUNTER I-20-12 WITH # STANDARD NOZZLE (BLUE)HI-POP GEAR DRIVEN ROTOR 17
DRIP BLOW-OUT STUB 15
N/S NETAFIM TLCV26-18 ROWS SPACED 18"SUBSURFACE DRIPLINE 13 & 14
HUNTER HQ-44-LRC QUICK COUPLING VALVE 8
HUNTER ICV-FS ELECTRIC CONTROL VALVE 11
HUNTER
AC2 - 1200-M W/ FOUR A2M-600
EXPANSION MODULES - 36 STATION
MODEL
ELECTRIC CONTROLLER 2
HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 3
FEBCO 825YA RP BACKFLOW PREVENTER 7
N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS
N/S MACDONALD AY 1/4 TURN - 1"MANUAL DRAIN VALVE 4
HUNTER ICV-FS-ADJ MASTER CONTROL VALVE 6
NETAFIM TLO75FTEE 13 & 14
LINE SIZE - 21 2'' AND SMALLER GATE VALVE 9
CST FSI-T 10-001 FLOW SENSOR 5
NIBCO T585-70-SV (1'')LOCKABLE BALL VALVE 7
CLASS 200 BE - 212" & SMALLER PVC MAINLINE 20
CLASS 200 BE PVC LATERAL 20
100# NSF SUBSURFACE HEADER PIPE- 1" POLY 13 & 14
CLASS 160 PVC SLEEVING 19
HUNTER ICZ-101-LF-40 DRIP VALVE ASSEMBLY 10
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH
FOR NEW SHRUBS AND TREES 12
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH
FOR EXISTING TO REMAIN TREES 12
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 12
#6
#6
#6
#6
#25
#25
#25
#25
#6
#6
#6
#6
A
W
FS
A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE
WIRES TO INDICATED CONTROLLER - SEE CONSTRUCTION NOTES3
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
06/04/2021
Is this accurate? DHM
appears to be the
landscape firm as per
the title block.
I.1.002
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
SCHEDULE
AND NOTES
1.ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER
EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN
THE IRRIGATION DESIGN PLAN.
2.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW
AREA (BETWEEN STREET AND THE PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE
WITHIN THE PROPERTY LINE.
3.IRRIGATION AND EXISTING TREES - REMOVING VEGETATION AND AMENDING SOIL UNDER EXISTING TREES REQUIRES
A CITY OF ASPEN TREE PERMIT TO BE SUBMITTED, REVIEWED, AND APPROVED BY THE CITY FORESTER. ALL
IRRIGATION WORK PERFORMED WITHIN THE DRIP LINE OF EXISTING TREES REQUIRES A CITY OF ASPEN TREE
PERMIT TO BE SUBMITTED, REVIEWED, AND APPROVED BY THE CITY FORESTER.
ASPEN - IRRIGATION CONSTRUCTION NOTES
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
1
ASPEN WATER EFFICENT LANDSCAPE WORKSHEET 2
HYDRAULIC CALCULATIONS
DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
06/04/2021
The total irrigation water need for all hydrozones cannot
exceed a Maximum Applied Water
Budget of 7.5 gallons/season/sq-ft of irrigated landscape
area (12 inches/season), unless one
or more of the following special features are included.
See Appendix A for examples of how
these circumstances may be included in the water
budget calculation.
Special features to incentivize healthy landscapes.
• Non-irrigated protected native vegetation areas.
• Ecological restoration areas (see Section 4.3.2.e
below).
• Bioretention areas (see Section 4.3.4.b.i below).
• Non-irrigated permeable areas (see Section 4.3.4.b.ii
below).
• Stormwater conveyance infrastructure (see Section
Stormwater Management4.3.4.b.iii below).
If any combination of the special feature areas totals to
at least 5% of the total irrigated
hydrozone area, then the Maximum Applied Water
Budget increases to 8 gallons/season/sq-ft
(12.8 inches/season).
If any combination of the special feature areas totals to
at least 10% of the total irrigated
hydrozone area, then the Maximum Applied Water
Budget increases an to 8.5 gallons/season/sq.ft.
The applicant must clearly demonstrate that the areas
claimed as special features meet the criteria for
non-irrigated protected native area and ualify for
enough area to allow 8.4 gal/SF/season. Provide more
information on this issue.
The irrigated ROW shall be
included in the water budget
as per WELS Section 4.3.1.
Most if not all of the ROW
appears to be irrigated.
Revise plans and
calculations or show that all
the irrigated ROW area is
included in the budget.
Some if not all of these hydrozone
areas claimed as " ....non-irrigated
landscape" appear to be served by
an existing irrigation system. The
overhead sprinklers and associated
under-story growth is evident. Please
provide more information on this
issue, and revise plans and budget
calculations accordingly.Provide a table that
calls out the special
features area (SF)
relative to the total
irrigated hydrozone
area (SF).
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1 1"
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1.6 1"
A11
dr 1"
A12
3.6 1"
A13
12 1"
A16
A15
1 1"
A17
0.5 1"
A18
dr 1"
A19
11 1"
A20
9 1"
A21
22 1"
A22
0.5 1"
A23
2 1"
A24
0.5 1"
A25
dr 1"
A26
dr 1"
A27
8 1"
A1
9 1"
A2
5 1"
A3
9 1"
A4
8 1"
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10 1"
A6
dr 1"
A7
1.3 1"
A8
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9 1"
A28
8 1"
A29
dr 1"
A30
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(2)3''
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(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
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#1.5
#1.5
I.2.001
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
PLAN
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
0
NORTH
5'10'20'
SCALE: 1''=10'
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.
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DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
06/04/2021
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SS4
SS4
SS4
SS4
SS4
SS4
SS4
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SL3
SL3
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SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
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SS3
SS3
SS3
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SS3
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SS4
SS4
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#3
#3
#3
#3
#3
#3
#3
#3
#3
#25
#25
#1.5
#3
#3
#3
#1.5
#2
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#25
1 1"
A9
1.6 1"
A11
dr 1"
A12
3.6 1"
A13
12 1"
A16
9 1"
A15
11 1"
A14
1 1"
A17
0.5 1"
A18
dr 1"
A19
11 1"
A20
9 1"
A21
22 1"
A22
1"
1.3 1"
A8
AFS
dr 1"
A30
W
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(2)3''
(1)2''
(1)2''
(1)2''
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(1)2''
(1)2''
(1)2''
(1)2''
11 2''
11 2''
11 2''
11 2''
11 2''
11 2''
3
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4 1"
A10
#1.5
#1.5
I.2.002
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
PLAN
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
0
NORTH
5'10'20'
SCALE: 1''=10'
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.
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B
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EXISTING RESIDENCE
PROPOSED REMODEL /
ADDITION PER ARCH.
FFE: 7755.3
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POINT OF CONNECTION - 3/4"
PEAK FLOW REQUIREMENT: 12 GPM. REQUIRED STATIC PRESSURE: 75 PSI
CONTRACTOR SHALL TIE ONTO 3/4'' COPPER STUB-OUT FROM BUILDING. INSTALLATION OF STUB TO
THIS LOCATION IS BY MECHANICAL CONTRACTOR. INSTALL ONE 3/4'' REDUCED PRESSURE
BACKFLOW PREVENTER, ONE LOCKABLE BALL VALVE, ONE 1" FLOW SENSOR, ONE 1" MASTER
VALVE, ONE QUICK COUPLING VALVE, ONE GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN.
EXTEND ONE PE89 SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT LOCATED IN
ASSOCIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO ORANGE AND TWO BLUE) AND CONNECT 2
OF THE WIRES FROM THE MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED
CONTROLLER. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND DOWNSTREAM OF
FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES, PERMITS AND INSPECTIONS
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.
CONTROLLER LOCATION "A"
WALL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT), REMOTE
READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 10 LF. OF CONTROLLER
LOCATION FROM BUILDING, BY OTHERS ELECTRICIAN. POWER CONNECTION TO CONTROLLER IS BY
CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. FEES AND PERMITS ASSOCIATED WITH
WORK ARE TO BE OBTAINED AND PAID BY GENERAL CONTRACTOR OR OWNERS. LOCATE SHIELDED
CABLE FROM FLOW SENSOR AND CONNECT TO DATA RETRIEVAL 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. FINAL
CONTROLLER LOCATION SHALL BE APPROVED BY ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR
TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON GUTTER/BUILDING ROOF LINE WHERE THERE IS
20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. CONNECT SENSOR
RECEIVER WIRES TO IRRIGATION CONTROLLER SENSOR PORT THROUGH CONDUIT. FINAL WEATHER
SENSOR LOCATION SHALL BE APPROVED BY ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO
INSTALLATION.
DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
06/04/2021
I.3.001
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
DETAILS
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
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.
DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
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
MASTER VALVE 624V - Small - Typical
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES,
ELLS, ETC, SHALL BE INSTALLED WITHIN "METER
RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE
AND "METER RUN" PIPING SHALL BE EQUAL. NO
REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE
INSTALLED WITHIN FLOW SENSOR TEE.
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
FLOW SENSOR 5VIA DATA CABLE - TEE STYLE
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 VALVE 4
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
REDUCED PRESSURE
BACKFLOW PREVENTER
CxM ADAPTER (TWO REQUIRED)
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
BACKFLOW PREVENTER 13/4" - 2" SYSTEMS WITH PVC CONNECTION
ELECTRIC CONTROLLER
PVC CONDUIT W/ SWEEP ELL (TYP. UNDERGROUND
LOCATIONS) - 2 EACH LOCATION - ONE 2" PVC SCH
40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V
VALVE CONTROL WIRING AND ONE 3 4" PVC CONDUIT
FOR 120V POWER SUPPLY IN DIRECT BURIAL
CONDUIT AS PER CITY CODE.
FINISH GRADE
EMT MALE ADAPTER & PVC FEMALE ADAPTER
SECURE CONDUIT TO WALL 18" O.C.
EMT CONDUIT - SIZE TO ACCOMMODATE
CONTROL WIRE QUANTITY
EMT MALE ADAPTER W/ WASHER & LOCK RING
ELECTRIC CONTROLLER
SECURE CONTROLLER TO
WALL WITH ANCHOR BOLTS
18''
54" MIN.
60" MAX.
EXTERIOR WALL MOUNT 2
ADJUSTABLE LENGTH
MOUNTING ARM
SECURE BRACKET TO EAVE PER
MANUFACTURER'S RECOMMENDATIONS.
BUILDING EAVE
NOTE: MOUNT SENSOR RECEIVER PER
CONTROLLER DETAIL.
SOLAR SYNC SENSOR - TOP OF
SENSOR TO BE ABOVE GUTTER
AND/OR ANY OBSTRUCTIONS
WEATHER SENSOR 3EAVE MOUNTED - SolarSync
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 9
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 8LASCOSWING - TYPICAL
LOCKABLE BALL VALVE
FINISH GRADE
3"-4"
BRASS BALL VALVE - PVC x MIP
ADAPTERS (2 EACH) DIAMETER TO
EQUAL PIPE DIAMETER
3 4" CRUSHED GRAVEL SUMP - 1 CU. FT.
6" CLASS 160 PVC SLEEVE. BOTTOM
TO BE NOTCHED AND CONTACT TOP OF
PRESSURE MAINLINE
PVC PRESSURE MAINLINE OR LATERAL
10" ROUND VALVE BOX - BRAND "BV"
ON LID OF VALVE BOX. REFER TO
TECHNICAL SPECIFICATIONS.
PAD LOCK
7
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.
WATER PROOF SPLICE
24" COILED WIRE
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.
DRIP VALVE 1024V - LARGE WITH POLY LATERAL
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.
RECTANGULAR VALVE BOX. BRAND LID
WITH CONTROLLER & STATION #. REFER
TO TECHNICAL SPECIFICATIONS. CENTER
BOX OVER ASSEMBLY.
PROVIDE 12" CONTINUOUS COILS OF ALL
"MAINTENANCE" SPARE CONTROL/COMMON
WIRING WITHIN VALVE BOX
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
CONTROL WIRE BUNDLE
POLY LATERAL - SWEEP TO SPECIFIED DEPTH
STAINLESS STEEL WORM GEAR OR PINCH
CLAMP (TWO CLAMPS ON 112" & 2" DIA.
FITTINGS)
PVC MIPTxINSERT ADAPTER
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
11ELECTRIC CONTROL VALVE
24V - Poly Lateral
06/04/2021
I.3.002
SHEET OF
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
2021.04.30
WELS SUBMITTAL
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
IRRIGATION
DETAILS
860 Tabor Street, Suite 200 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
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.
DIRECTORY
IRRIGATION SCHEDULE I1.001
IRRIGATION NOTES I1.001
WELS TABLES I1.002
IRRIGATION PLANS I2.001 - I2.002
IRRIGATION DETAILS I3.001 - I3.002
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
112" 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
312" 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
12DRIP EMITTER
BELOW GRADE
INSTALL SPRING CHECK VALVE ON ALL LATERAL
HEAD/DRIP SUPPLYING IRRIGATION LINES WITH 5' OR
MORE ELEVATION CHANGE.
3"
SET BOTTOM OF CAP AT GRADE
CURB & GUTTER, SIDEWALK OR
HARD SURFACE WHERE
APPLICABLE
POP-UP SPRAY HEAD
1 2" MALExBARB ELL
1 2" DIA. POLYETHYLENE SWING
PIPE (4 L.F. MAXIMUM LENGTH)
1 2" MALExBARB ADAPTER
POLY LATERAL PIPING W/ LINE SIZEx\"
INSERTxFIPT FITTING AND CLAMPS
POP-UP SPRAY HEAD
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE TO MALE PVC THREADED FITTINGS.
·DOUBLE CLAMP 112" & 2" DIAMETER FITTINGS.
POP-UP SPRAY HEAD 16S.PIPE-POLY
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
HI-POP GEAR DRIVEN ROTOR 17PVC
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.
19
4-6" BODIES: 18"
12" BODIES: 24"
CONTROL WIRE BUNDLE OR TWO
WIRE COMMUNICATION CABLE (PER
SPECIFICATIONS)
24"
SPRAY HEAD LATERAL
PIPING OR DRIP LINE
HEADER.
FINISH
GRADE
ROTOR LATERAL
PIPING
BACKFILL MATERIAL (TYP.)
4-6" BODIES: 14"
12" BODIES: 18"
MAINLINE
NOTE: REFER TO TECHNICAL
SPECIFICATIONS FOR MINIMUM
TRENCH WIDTHS.
2024"TYPICAL
TRENCH
NOTE:
·DIAMETERS OF FITTINGS AND NIPPLES SHALL
EQUAL ROTOR INLET DIAMETER.
·SET ROTOR PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE TO ALL PVC MALE THREADED
FITTINGS.
6"
30-60 DEG
SET LIP AT FINISHED GRADE
CURB AND GUTTER, SIDEWALK OR HARD
SURFACE WHERE APPLICABLE
GEAR DRIVEN ROTOR
MIPxFIP SCH. 40 PVC ELL (2)
12" SCH. 80 PVC NIPPLE
MIPxFIP SCH. 40 PVC 90 ELL
PVC LATERAL PIPING WITH SCH.
40 SLIPxFIPT PVC FITTING
GEAR DRIVEN ROTOR 18SWING JOINT - PVC
4'' TO 6''
LINE DEPTH
EQUALEQUAL
SUB GRADE
LINE SPACING PER SCHEDULE
FINISH GRADE
4'' TO 6''
LINE DEPTH
EQUALEQUAL
FINISHED GRADE
LINE SPACING PER SCHEDULE
MULCHDRIP LINE INSTALLED UNDER
MULCH WITH FABRIC
DRIP LINE BELOW GRADE IF
INDICATED OR IF NO WEED
FABRIC, CRUSHER FINE, OR
DECOMPOSED GRANITE AREAS
INSTALL DRIPPERLINE UNDER
WEED FABRIC AND MULCH WITH
STAPLES PER SPECIFICATIONS
AMENDED SOIL
MULCH OR INORGANIC
MATERIAL, IF APPLICABLE
14SUBSURFACE DRIP
HORIZONTAL VIEW - Bed
FINISH GRADE
3 4" FIPT SCH. 40 PVC CAP 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" CRUSHED GRAVEL SUMP (1 CU. FT.)
10" ROUND VALVE BOX - BRAND "DB" INTO
VALVE BOX LID. REFER TO TECHNICAL
SPECIFICATIONS.
DRIP FLUSH VALVE 15TYPICAL
DRIP LINE SHALL BE WATER TESTED IN PRESENCE
OF PROJECT MANAGER AND IRRIGATION PROJECT
MANAGER PRIOR TO BURIAL.
LF
REMOTE CONTROL VALVE AND
FILTER ASSEMBLY, TYPICAL.
REFER TO SCHEDULE AND DETAILS.
EMITTER TUBING CONNECTION
(RE: DETAIL)
SUPPLY HEADER PIPE
DRIPLINE TUBING, LITE LAYOUT,
ROWS SPACED PER SCHEDULE.
DRIPLINE FLUSH-OUT, TYPICAL.
REFER TO DETAIL FOR
PLACEMENT INFORMATION
OPERATIONAL INDICATOR,
TYPICAL. REFER TO DETAIL
FOR PLACEMENT INFORMATION
SLOPE (3% +)
LF
LF
A MAXIMUM OF 1000 LINEAR FEET OF EMITTER
TUBING SHALL BE INSTALLED AS PART OF ANY ONE
CONNECTION TEE.
EMITTER TUBING LAYOUT 13LITE LAYOUT
06/04/2021