HomeMy WebLinkAboutPlans - Irrigation Plan - 04/25/2025IRRIGATION NOTES
IR1.00
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05
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.
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
FEBCO 825YA RP BACKFLOW PREVENTER 1
N/S STRONG BOX SBBC-22AL BACKFLOW PREVENTER ENCLOSURE 2
HUNTER I2C-SS AND ICC-PED-SS W/ ICM-800 - 16
STATION MODEL ELECTRIC CONTROLLER 3 & 6
HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 5
RAIN BIRD 44-LRC QUICK COUPLING VALVE 8
N/S MACDONALD AY 1/4 TURN - 1"MANUAL DRAIN VALVE 9
HUNTER ICV (1")MASTER CONTROL VALVE 10
LINE SIZE - 21 2'' AND SMALLER GATE VALVE 11
CST FSI-T10-001 (1")FLOW SENSOR 12
N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS
RAIN BIRD PEB WITH NIBCO BALL VALVE ELECTRIC CONTROL VALVE 13
RAIN BIRD RD-12-S-P30 WITH MPR SERIES
NOZZLE HI-POP SPRAY HEAD 14
HUNTER ICZ-101-25 DRIP VALVE ASSEMBLY 15
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 15-17
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 16
HUNTER / NIBCO ECO-ID-12 WITH NIBCO BALL VALVE DRIP LINE BLOW-OUT STUB AND
INDICATOR HEAD 17
CLASS 200 BE - 21 2" & SMALLER PVC MAINLINE 6
TYPE K COPPER HARD COPPER PIPE 1
CLASS 160 PVC SLEEVING 7
WATER METER BY OTHERS
A
W
FS
M
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE
WIRES TO INDICATED CONTROLLER - SEE CONSTRUCTION NOTES3
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY STUDIO TERRA.
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, THEY ASSUME 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 86 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 75 PSI MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED
LANDSCAPE WITHIN A 6 NIGHT PER WEEK, 6 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.
ORNAMENTAL PLANTINGS 0.77" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.54" PER WEEK PEAK SEASON (TWO SEASONS)
4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN
PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. INSTALLATION SHALL BE COORDINATED WITH OTHER UTILITY
WORK, ALL OTHER UTILITIES SHALL TAKE PRECEDENCE OVER IRRIGATION LOCATION. 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.
9.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. AT SPACING SHOWN. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR
SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE.
10.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR AND PLACEMENT.
11.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED.
12.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)
11 2" - 2" PIPING 4" PVC (1)
13.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.
14.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY
ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS.
17.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND
SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE CURRENT. DO NOT CONSTRUCT ANY PORTIONS
OF THE IRRIGATION OFF OF PLANS MARKED NOT FOR CONSTRUCTION OR FOR REVIEW ONLY. FAILURE TO VERIFY
CURRENT PLANS MAY RESULT IN RECONSTRUCTION AT CONTRACTOR'S EXPENSE. WHERE REQUIRED BY CITY, TOWN
OR WATER DISTRICT ENTITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF PLANS STAMPED WITH APPROVAL.
REVISIONS TO APPROVED OR STAMPED PLANS SHALL CONFORM TO FIELD CHANGE PROCEDURES AND
DOCUMENTATION.
20.SIMULTANEOUS ZONE OPERATION - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE MULTIPLE ZONES
SIMULTANEOUSLY BASED ON INDIVIDUAL ZONE FLOW. THE DESIGN IS INTENDED TO OPERATE MULTIPLE VALVES, UP
TO THE MAXIMUM FLOW IN THE POINT OF CONNECTION NOTE. REFER TO CONTROLLER SPECIFICATION FOR MAXIMUM
SIMULTANEOUS VALVE COUNT.
21.BACKFLOW DEVICES: ALL CONNECTION COMPONENTS AND BACKFLOW DEVICES SHALL BE LEAD-FREE. CONTRACTOR
SHALL CONTACT WATER SERVICE PROVIDER FOR ANY ADDITIONAL REQUIREMENTS REGARDING BACKFLOW
TESTING.
22.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.
23.PRESSURE TESTING - CONDUCT MAINLINE TEST IN PRESENCE OF CONSULTANT. ARRANGE FOR PRESENCE OF
CONSULTANT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT.
COMPRESSED AIR SHALL NOT BE USED FOR PRESSURE TESTING SYSTEM.
23.1.AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL PRESSURE SUPPLY LINE WITH WATER,
AND PRESSURIZE TO 40 PSI OVER THE DESIGNATED STATIC PRESSURE OR 120 PSI, WHICHEVER IS GREATER,
FOR A PERIOD OF 2 HOURS.
23.2.LEAKAGE, PRESSURE LOSS - TEST IS ACCEPTABLE IF NO LOSS OF PRESSURE IS EVIDENT DURING THE TEST
PERIOD.
23.3.LEAKS - DETECT AND REPAIR LEAKS.
23.4.RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST.
23.5.BEFORE FINAL ACCEPTANCE, PRESSURE SUPPLY LINE SHALL REMAIN UNDER PRESSURE FOR A PERIOD OF 48
HOURS.
23.6.PRESSURE TEST SHALL BE SCHEDULED AND PASSED PRIOR TO SCHEDULING OF SUBSTANTIAL COMPLETION
WALK-THROUGH.
IRRIGATION CONSTRUCTION NOTES
BDR SUBMITTAL 4 2025.04.25
DC
M
RP
RP
T T T
T
T
T
T
T
T
WA
T
WA
T
WA
T
SA
N
SA
N
SA
N
SA
N
WAT WAT WAT
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
WA
T
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
W
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
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 W W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
CO
M
M
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 SS SS SS SS SS SS
CONIFER STREET
80
'
-
0
"
'
R
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O
.
W
.
' R.O.W.
83
'
-
0
"
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W
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C
CABLE
CABLEVAULT
CABLE
CABLEVAULT
WV
WV
S
S
W
3A
3A
(1)4''(1)2''
(1)4''(2)2''(1)4''
(2)2''
(1)4''(1)2''(1)4''
(2)2''
(1)4''(2)2''
(1)4''(1)2''
(1)2''
(1)2''
(1)2''
(1)2''(1)2''(1)2''(1)2''(1)2''
1''
1''
1''
1''
1''
(1)2''(1)2''
(1)2''
(1)4''
(2)2''
(1)4''
(2)2''
50.00
dr 1"
A9
10 1"
A10
8 1"
A11
dr 1"
A1
dr 1"
A2dr1"
A3
dr 1"
A4
dr 1"
A5
dr 1"
A6
9 1"
A7
8 1"
A8
5 1"
A12
9 1"
A13
(1)4''(1)2''
M
AFS
(1)4''(1)2''
L
R
S
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
010 20 FT
SCALE: 1" = 20'-0"
20
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05
CONTROLLER LOCATION "A"
PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION
COUNT), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE
WITHIN 50 LF. OF CONTROLLER LOCATION FROM TRANSFORMER BY OTHERS
RE:ELECTRICAL. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF
REQUIRED) AND 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 CONTRACTOR. 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 OWNER OR
OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON
POLE 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
OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
POINT OF CONNECTION #1 - 3/4"
PEAK FLOW REQUIREMENT: 10 GPM. REQUIRED STATIC PRESSURE: 75 PSI
CONTRACTOR SHALL TIE ONTO 3/4'' COPPER STUB-OUT DOWNSTREAM OF METER PIT AT
54'' DEPTH IN THIS APPROXIMATE LOCATION. INSTALLATION OF TAP, SERVICE LINE,
METER PIT AND STUB TO THIS LOCATION IS BY OTHERS RE=CIVIL. INSTALL ONE 3/4''
METER PER FORT COLLINS CITY SPECIFICATIONS AND STANDARDS. CONNECT TO STUB
AND EXTEND 3/4'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW
PREVENTER LOCATION. INSTALL ONE 3/4'' STOP AND WASTE VALVE, ONE 3/4'' REDUCED
PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE 3/4" MANUAL
DRAIN VALVE, ONE 3/4" FLOW SENSOR, ONE GATE VALVE, ONE QUICK COUPLING
VALVE, ONE MASTER 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.
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.
A1
A
1
IRRIGATION PLAN
IR1.01
The Natural Habitat Buffer Zone is intended to be
maintained in a native landscape. Please see Section 5.6
of the Land Use Code for allowable uses within the
Natural Habitat Buffer Zone
MITIGATION PLAN SUMMARY
·Mitigation for the impacts of development through management and enhancement of the area 50’ from the top of the embankment of the drainage ditch will be performed to develop a Natural Habitat Buffer Zone (NHBZ) per City of Fort Collins Code.
·Mitigation will be focused on enhancement of existing non-functioning to functioning-impaired areas within this NHBZ.
·The limits of disturbance will be established ahead of construction and clearly marked in the field to limit unnecessary impacts.
·Tracking of equipment within the proposed NHBZ will be minimized to the greatest extent possible, and where necessary, will be mitigated through the use of cribbing, wide tracks, and timed access (i.e., when soils are not wet and susceptible to compaction).
·Vegetation removal will be timed in such a way and under the consultation of a biologist so as to minimize impacts to local species.
·Erosion control will be maintained in effective operating conditions both during and following the completion of construction until monitoring indicates that revegetation has established enough to prevent erosion and sediment drift.
·Native vegetation will be planted and maintained within the NHBZ according to the Landscape Plan.
·Weeds and dormant vegetation will be managed within the NHBZ according to the Landscape Plan and Buffer Mitigation Plan.
·Long-term monitoring and assessment with adaptive management in the NHBZ will be provided for a minimum of 3 years to ensure mitigation goals, as defined in the Buffer Mitigation Plan, are met.
·Long-term monitoring goals will also include a minimum survival rate of 80% for all planted vegetation on the site, even outside of the NHBZ.
BDR SUBMITTAL 4 2025.04.25
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05 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.
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
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
CL
EQ EQ
6"16.25"6"
Y
BFP MODEL/SIZE ENCLOSURE MODEL X Y
FEBCO 825Y 3 4" & 1"SBBC-30AL 30"42"
FEBCO 825Y 112" & 2"SBBC-45AL 45"57"
FEBCO 825YA 3 4" & 1"SBBC-22AL 22''34"
FEBCO 825YA 112" & 2"SBBC-30AL 30"42"
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.
30"
X
CL
1"5"
EQ
6"
Y
EQ
6"
CL
CONCRETE PAD
STRONGBOX ENCLOSURE
ELEVATION
PLAN VIEW
2STRONGBOX - 3/4" - 2" SYSTEMS
BACKFLOW ENCLOSURE
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
120 VOLT SERVICE GFI & POWER SWITCH
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
3ELECTRIC CONTROLLER
PEDESTAL - FRONT OPENING - TYPICAL
NOTE: MOUNT RAIN SENSOR RECEIVER
PER CONTROLLER DETAIL.
FINISH GRADE
12' MIN.
48" MIN.
11 2" DIAMETER SCH. 40
GALVANIZED STEEL POST W/
11 2" GALVANIZED FIPT CAP
3"
SELF-LEVELING WEATHER
SENSOR - INSTALL PER
MANUFACTURE'S
RECOMMENDATIONS.
WEATHER SENSOR 5POLE MOUNTED - Self-Leveling
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.
624" MAINLINE
TRENCH
IRRIGATION DETAILS
IR1.02
MIN.
CONTINUOUS CONDUIT FROM CONTROLLER TO LANDSCAPE AREA
FINISH GRADE
3'-0"
CONTROLLER ENCLOSURE
1'-0"
8'-0"
15'-0"
GROUND ENHANCEMENT MATERIAL PER
COPPER GROUNDING PLATE 4''x96''x 0.0626''
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYP.)
5/8" x 8 FT. COPPER-CLAD GROUNDING ROD - INSTALL IN LANDSCAPE AREA
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYP.)
CADWELD GT1161G "ONE SHOT" WELD
MANUFACTURER'S RECOMMENDATIONS
BDR SUBMITTAL 4 2025.04.25
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05 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.
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 200 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
11GATE VALVE
2.5" & SMALLER - X-HANDLE
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 12VIA DATA CABLE - TEE STYLE
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 1024V - Small - Typical
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
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 200 PVC ACCESS SLEEVE -
LENGTH AS REQUIRED
1" FxF BRASS 90 ELL (2) 1"xCL
BRASS NIPPLE (2)
1"x6" BRASS NIPPLE
1" BRASS 1/4 TURN CURB STOP
1" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
1"x4" PVC NIPPLE SCH. 80
3 4" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE. REFER
TO TRENCH DETAIL.
MANUAL DRAIN VALVE 9TYPICAL
IRRIGATION DETAILS
IR1.03
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.
·SLEEVING THROUGH OR UNDER RETAINING WALLS, PLANTER WALLS, POND
LINING, OR WATER QUALITY AREAS SHALL BE COORDINATED WITH CIVIL
WORK AT APPROXIMATE LOCATIONS SHOWN.
·AN INDIVIDUAL SLEEVE SHALL CONTAIN NO MORE THAN ONE PIPE OR WIRE
BUNDLE.
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. REMOVE
AT FINAL INSTALL.
SEAL ENDS OF SLEEVE WITH
CLOTH DUCT TAPE (TYPICAL)
PVC OR HDPE SLEEVING (TYPICAL)
24" MIN.
12" MIN.
36" MIN.
IRRIGATION SLEEVING 7TYPICAL
BDR SUBMITTAL 4 2025.04.25
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05 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.
FINISH GRADE
DEFLECT TUBING TO PERMIT
ENTRY THROUGH BOTTOM OF
VALVE BOX.
12" POP-UP SPRAY HEAD WITH
CHECK VALVE AND COLOR STEM,
& SWING PIPE (ZONE OPERATIONAL
INDICATOR)PLANT MATERIAL
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
DRIP FLUSH VALVE 17WITH OPERATIONAL INDICATOR
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.
PVC MAINLINE
PVC SCH. 40 TEE OR ELL
PVC SCH. 80 NIPPLE 3" MIN. DEPTH 3 4" WASHED GRAVEL
VALVE SIZE MIPTxINS. PVC ADAPTER
JUMBO VALVE BOX - BRAND BOX LID W/
CONTROLLER AND STATION NUMBER -
REFER TO TECHNICAL SPECIFICATIONS.
WATERPROOF SPLICE
24" COILED WIRE
PVC SCH. 80 NIPPLE
PVC SCH. 40 ELL
FINISH GRADE
LINE SIZE PVC BALL VALVE
3" MIN.DRIP VALVE ASSEMBLY (SEE
SCHEDULE)
STAINLESS STEEL WORM GEAR OR
PINCH CLAMP
VALVE SIZE POLY PIPING -
SWEEP TO SPECIFIED DEPTH
12" POP-UP SPRAY HEAD WITH CHECK
VALVE, PURPLE STEM & SWING PIPE (ZONE
OPERATIONAL INDICATOR)
INSERT TEE WITH CLAMPS
DRIP VALVE 1524V - POLY LATERAL
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE SWING.
·JOINT ASSEMBLY SHALL BE ATTACHED TO BOTTOM SPRAY
HEAD INLET ONLY.
·APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS
AND NIPPLES.
PVC LATERAL PIPING W/ SCH. 40 PVC
LINE SIZEx12" SLIPxFIPT FITTING
12" MxF SCH. 40 PVC 90d ELL
12"x6" SCH. 80 PVC NIPPLE
12" MxF SCH. 40 PVC 90d ELL (2 REQUIRED)
12" HI-POP SPRAY HEAD
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
SET BOTTOM OF CAP AT GRADE
6"
14HI-POP SPRAY HEAD
SWING JOINT - PVC
IRRIGATION DETAILS
IR1.04
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.
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
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
13ELECTRIC CONTROL VALVE
24V - PVC Lateral
PLANT SIZE EMITTER
FLOW RATE
EMITTER QTY. AT MULCHED
BED LOCATIONS - SINGLE
HYDROZONE
EMITTER QTY. AT MULCHED BED
LOCATIONS - MIXED HYDROZONE
EMITTER QTY. AT
NATIVE SEED
LOCATIONS
1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH VERY LOW - ONE EACH, LOW - ONE EACH,
MODERATE - TWO EACH
ONE EACH
5 GALLON MATERIAL 0.5 GPH TWO EACH VERY LOW - ONE EACH, LOW - TWO EACH,
MODERATE - THREE EACH
TWO EACH
112" CALIPER TREE 1.0 GPH THREE EACH VERY LOW - TWO EACH, LOW - THREE EACH,
MODERATE - FIVE EACH
FOUR EACH
2" CALIPER TREE 1.0 GPH FOUR EACH VERY LOW - THREE EACH, LOW - FOUR EACH,
MODERATE - SIX EACH
SIX EACH
212" CALIPER TREE 1.0 GPH SIX EACH VERY LOW - FOUR EACH, LOW - SIX EACH,
MODERATE - EIGHT EACH
EIGHT EACH
3" CALIPER TREE 1.0 GPH EIGHT EACH VERY LOW - SIX EACH, LOW - EIGHT EACH,
MODERATE - SIX 2.0 GPH
TEN EACH
312" CALIPER TREE 1.0 GPH NINE EACH VERY LOW - SEVEN EACH, LOW - NINE EACH,
MODERATE - SEVEN 2.0 GPH
ELEVEN EACH
4" CALIPER TREE 1.0 GPH TEN EACH VERY LOW - EIGHT EACH, LOW - TEN EACH,
MODERATE - EIGHT 2.0 GPH
TWELVE EACH
6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH VERY LOW - THREE EACH, LOW - FOUR EACH,
MODERATE - SIX EACH
SIX EACH
8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH VERY LOW - FOUR EACH, LOW - SIX EACH,
MODERATE - EIGHT EACH
NINE EACH
10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH VERY LOW - SIX EACH, LOW - EIGHT EACH,
MODERATE - SIX 2.0 GPH
TWELVE EACH
12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH VERY LOW - EIGHT EACH, LOW - TEN EACH,
MODERATE - EIGHT 2.0 GPH
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
16DRIP EMITTER
BELOW GRADE
BDR SUBMITTAL 4 2025.04.25
2024 Santulan Architecturec
ISSUE DATE: 11/15/2024
ISSUE DATE
BDR SUBMITTAL 1 2024.11.15
BDR SUBMITTAL 2 2025.02.14
BDR SUBMITTAL 3 2025.03.28
PROJECT NAME:302 CONIFER
BUILDING DEVELOPMENT REVIEW -
LEGAL DESCRIPTION: LOT 13, BLK 5,REPLAT NO. 1 OF EVERGREEN PARK
BDR240019 - 302 CONIFER STREET
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR1.00
IRRIGATION NOTES IR1.00
IRRIGATION PLANS IR1.01
IRRIGATION DETAILS IR1.02 - IR1.04
IRRIGATION CHARTS IR1.05 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.
IRRIGATION CHARTS
IR1.05
WATER USE CHART C1 HYDRAULICS CHART C2 CONTROLLER CHART C3
BDR SUBMITTAL 4 2025.04.25