HomeMy WebLinkAboutFile Documents.1411 Crystal Lake Rd.0062.2018 (36).ARBKN
IR1.0
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IRRIGATION
SCHEDULE
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
BUILDING
PERMIT
revisions - description- date
14
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IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
HUNTER PROS-06-CV-PRS30 WITH MATCHED
PRECIPITATION RATE SERIES NOZZLE POPUP SPRAY HEAD 1
HUNTER PROS-12-PRS40CV WITH MP-ROTATOR
SERIES NOZZLE HI-POP SPRAY HEAD 2
RAIN BIRD PEB SERIES ELECTRIC CONTROL VALVE 3
SPEARS PVC BALL VALVE 9
RAIN BIRD ESP-LXME/F - 24 STATIONS ELECTRIC CONTROLLER 14
RAIN BIRD WR2-RFC (WIRELESS)WEATHER SENSOR DEVICE 15
RAIN BIRD 44 RC QUICK COUPLER 5
FEBCO 860U W PRV PVB BACKFLOW PREVENTER 16
RAIN BIRD PEB (1")MASTER CONTROL VALVE 7
RAIN BIRD FS100P (1")FLOW SENSOR 8
SCH 40 BE - 212" & SMALLER PVC MAINLINE 13
#100 NSF POLY LATERAL 13
CLASS 200 PVC SLEEVING 13
TORO BLUE STRIPE POLY DRIP TUBING -34" MIN. WIDTH 12
RAIN BIRD XCZ-100-COM-B DRIP VALVE ASSEMBLY 10
DRIP LINE BLOW-OUT STUB 11
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 12
MANUAL DRAIN VALVE
A
W
FS
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE
WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES3
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY PINON SAGE LANDSCAPE
ARCHITECTS. 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 80 PSI MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN
A THREE NIGHT PER WEEK, FOUR 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.
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.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.
6.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. 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. WHERE INDICATED, INSTALL LOW FLOW SQ SERIES SQUARE
NOZZLES AT SPACING SHOWN.
7.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES 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" - 114" PIPING 2" PVC (1)
112" - 2" PIPING 4" 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 & ARCHITECTURE 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, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY STAMPED
PLANS. REVISIONS TO CITY STAMPED PLANS SHALL CONFORM TO CITY FIELD CHANGE PROCEDURES AND DOCUMENTATION.
13.ASPEN WATER EFFICIENT LANDSCAPING 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.
14.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.
IRRIGATION CONSTRUCTION NOTES
REFER TO SHEET
IR1.0 IRRIGATION NOTES & SCHEDULE
IR1.1 IRRIGATION PLANS
IR2.0 IRRIGATION DETAILS
IR2.1 IRRIGATION DETAILS AND
CHARTS
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
#2
#2 #2
#2
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401303-980-5327
303-980-5384 (fax)
Irrigation ConsultingNOT FOR CONSTRUCTION - REVIEW ONLY
3/29/2018
Please sign and
provide p[professional
qualifications
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(2)2''
(2)2''
(2)2''
(2)2''
11 1''
A5
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DR 1''
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0'5'10'20'
Scale: 1" = 10'
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IR1.1
job - 0154
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IRRIGATION
PLAN
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
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BUILDING
PERMIT
issue date - 3/2/18
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CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
POINT OF CONNECTION #1 - 1"
PEAK FLOW REQUIREMENT: 12 GPM. REQUIRED STATIC PRESSURE: 80 PSI MIN.
CONTRACTOR SHALL COORDINATE INSTALLATION OF 1'' FEBCO 860U REDUCED
PRESSURE BACKFLOW PREVENTER IN MECHANICAL ROOM, DOWNSTREAM OF WATER
METER AND UP STREAM OF ANY PRESSURE REDUCING DEVICES. INSTALL ONE 1''
WATTS PRESSURE REDUCING VALVE AND EXTEND 1'' TYPE K COPPER TO 18'' BELOW
GRADE AT POINT OF CONNECTION LOCATION. TIE ONTO COPPER DOWNSTREAM OF
STUB FROM MECHANICAL ROOM WITH SCH 40 PVC AND INSTALL ONE FLOW SENSOR,
ONE MASTER VALVE AND ONE BALL VALVE. 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 AND PERMITS ASSOCIATED WITH WORK ARE TO BE
OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER
LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
CONTROLLER LOCATION "A"
WALL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION
COUNT), AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 40 LF. OF
CONTROLLER LOCATION FROM RESIDENTIAL POWER. POWER CONNECTION TO
CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES.
EXTEND PE89 SHIELDED CABLE FROM THE FLOW SENSOR AND 4 #14 UFUL WIRES
(TWO BLUE AND TWO ORANGE) FROM MASTER VALVE TO ASSOCIATED
CONTROLLER. CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. FINAL
CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
MOUNT ONE WEATHER SENSOR ON FENCE WHERE THERE IS 20 FT. OF CLEARANCE
FROM ANY OVERHANG OR OBSTRUCTING FEATURE. FINAL WEATHER SENSOR
LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401303-980-5327303-980-5384 (fax)
Irrigation Consulting
REFER TO SHEET
IR1.0 IRRIGATION NOTES & SCHEDULE
IR1.1 IRRIGATION PLANS
IR2.0 IRRIGATION DETAILS
IR2.1 IRRIGATION CHARTS
NOT FOR CONSTRUCTION - REVIEW ONLY
3/29/2018
Provide information that shows compliance with WELS Section 6.2.4
regarding irrigation on slopes greater that 25%
Provide a hydrozone plan that complies with WELS Section 5.5.1,
5.5.2- Landscape Plan, 6.1.12, 6.1.13-Irrigation System
Requirements, and 6.2- Hydrozone Requirements. (also noted on
landscape plan)
REFER TO SHEET
IR1.0 IRRIGATION NOTES & SCHEDULE
IR1.1 IRRIGATION PLANS
IR2.0 IRRIGATION DETAILS
IR2.1 IRRIGATION DETAILS AND
CHARTS
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IR2.0
job - 0154
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IRRIGATION
DETAILS
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
BUILDING
PERMIT
revisions - description- date
issue date - 3/2/18
14
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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
34" CRUSHED GRAVEL SUMP - 2 C.F.
ELECTRIC MASTER CONTROL
VALVE
MASTER VALVE 724V - 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 8VIA DATA CABLE - TEE STYLE
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
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.
1
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
34" 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 CLAMP - INSTALL TWO
CLAMPS ON 112" & 2" DIA. FITTINGS
PVC MIPTxINSERT ADAPTER
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
3ELECTRIC CONTROL VALVE
24V - Poly Lateral
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.
34" 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 6
3"
2"
10" ROUND VALVE BOX BRAND
"QC" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
34" 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
FINISH GRADE
APPLY TEFLON TAPE TO ALL THREADED NIPPLES
QUICK COUPLING VALVE 5
FINISH GRADE
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC FITTINGS AND ALL NIPPLES
34" 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
34" FxF SCH. 80 PVC 90 ELL (2)
34"xCL PVC NIPPLE SCH. 80 (2)
34"x6" SCH. 80 GALVANIZED STEEL NIPPLE
34" BRASS GLOBE VALVE
34" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
34"x4" PVC NIPPLE SCH. 80
34" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE
MANUAL DRAIN VALVE 4HI-POP SPRAY HEAD
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE SWING.
·FLEX PIPE SHALL BE ATTACHED TO BOTTOM SPRAY HEAD
INLET ONLY.
·APPLY TEFLON TAPE TO ALL MALE PVC THREADED
FITTINGS AND NIPPLES.
SET BOTTOM OF CAP AT GRADE
3"
CURB AND GUTTER, SIDEWALK OR HARD
SURFACE WHERE APPLICABLE
12" HI-POP SPRAY HEAD
12" MALExBARB 90d ELL
12" FLEX PIPE (6"-12" LENGTH)
12" MALExBARB ADAPTER
POLY LATERAL PIPING W/ INSERTx12"FIPT FITTING
2
3" MIN.
PVC SCH. 40 TEE OR ELL
3" MIN DEPTH OF 34"
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
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
34" PVC BALL VALVE WITH 34" PVC
INSxMIPT ADAPTER AND S.S. CLAMP
34" DRIP TUBING - COIL SUFFICIENT
LENGTH IN BOX TO EXTEND HOSE
ADAPTER OUTSIDE OF VALVE BOX.
34" 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
DRIP FLUSH VALVE 11WITH OPERATIONAL INDICATOR
PIPING SHUT-OFF VALVE
FINISH GRADE
3"-4"
SCH. 80 PVC BALL VALVE -
SOCKETxSOCKET DIAMETER TO
EQUAL PIPE DIAMETER
34" 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.
9
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401303-980-5327303-980-5384 (fax)
Irrigation Consulting
NOT FOR CONSTRUCTION - REVIEW ONLY
3/29/2018
0'5'10'20'
Scale: 1" = 10'
N
IR 2.1
job - 0154
drawn - DG
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IRRIGATION
DETAILS AND
CHARTS
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
BUILDING
PERMIT
revisions - description- date
issue date - 3/2/18
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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
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.
1324"TYPICAL
TRENCH
REFER TO SHEET
IR1.0 IRRIGATION NOTES & SCHEDULE
IR1.1 IRRIGATION PLANS
IR2.0 IRRIGATION DETAILS
IR2.1 IRRIGATION DETAILS AND
CHARTS
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327303-980-5384 (fax)
Irrigation Consulting
TYPE "K" RIDGED COPPER - CONNECT TO
BUILDING COLD WATER SERVICE LINE
DOWNSTREAM OF WATER METER & UPSTREAM OF
ANY PRESSURE REDUCING VALVES OR OTHER
BUILDING SERVICE EQUIPMENT
FEBCO 860U REDUCED PRESSURE BACKFLOW
PREVENTER WITH INTEGRAL UNIONS
CxM ADAPTER - LINE DIA. (FOUR REQ'D.)
TYPE K RIGID COPPER TO SOFT AREA
CxCxF TEE
34" I.P. MALE BRASS BOILER
DRAIN W/ WHEEL HANDLE
FEBCO 601 AIR GAP DRAIN
2" TYPE "L" RIGID COPPER TUBING
FASTEN TUBING TO FINISH FLOOR @ 18" O.C.
VENT BACKFLOW PREVENTER
DRAIN TO FLOOR DRAIN
SECURE BACKFLOW PREVENTER ASSEMBLY AND
COPPER TUBING TO WALL VIA UNI-STRUT CHANNEL
AND COPPER FASTENERS AT 6 FT. O.C.
FLOW
12" MIN.
PRESSURE REDUCING VALVE - WATTS
#223-HP OR EQUAL - DIA. TO EQUAL BFP
BACKFLOW PREVENTER 16INTERIOR LOCATION - WITH PRESSURE REDUCING
VALVE
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 34" 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 14
WIRELESS RAIN SENSOR (MODEL
PER SCHEDULE) - TOP OF
SENSOR TO BE ABOVE GUTTER
AND/OR ANY OBSTRUCTIONS
ADJUSTABLE LENGTH
MOUNTING ARM
SECURE BRACKET TO EAVE PER
MANUFACTURER'S RECOMMENDATIONS.
BUILDING EAVE
NOTE: MOUNT SENSOR RECEIVER PER
CONTROLLER DETAIL.
WEATHER SENSOR 15EAVE MOUNTED - Wireless
NOT FOR CONSTRUCTION - REVIEW ONLY
3/29/2018