HomeMy WebLinkAboutBuck Point Ranch_Permit_Irrigation-CD_s-revBuck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Irrigation Construction NotesIRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
RAIN BIRD RD-06-S-P30 WITH MPR FIXED SPRAY
NOZZLE POPUP SPRAY HEAD 11
RAIN BIRD RD-12-S-P30 WITH MPR FIXED SPRAY
NOZZLE HI-POP SPRAY HEAD 12
HUNTER I-20-06-SS WITH # STANDARD NOZZLE
(BLUE)GEAR DRIVEN ROTOR 13
HUNTER I-20-12 WITH # NOZZLE HI-POP GEAR DRIVEN ROTOR 14
RAIN BIRD PESB W/ DECODER ELECTRIC CONTROL VALVE 10 & 19
RAIN BIRD 44-LRC QUICK COUPLING VALVE 5
HUNTER ACC-D (2-WIRE)ELECTRIC CONTROLLER 1 & 2
HUNTER WRF-CLIK WEATHER SENSOR DEVICE 3
N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS
N/S MATCO 201X MANUAL DRAIN VALVE 6
LINE SIZE - 21 2'' AND SMALLER GATE VALVE 7
CLASS 200 BE - 21 2" & SMALLER PVC MAINLINE 8
CLASS 200 BE PVC LATERAL 8
CLASS 160 PVC SLEEVING 9
#100 NSF POLY DRIP LATERAL 8
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 17
NETAFIM TLCV6-12 RINGS SPACED PER DETAIL SUBSURFACE DRIPLINE RING - TREE 16
RAIN BIRD XCZ-075-PRF OR XCZ-100-PRF DRIP VALVE ASSEMBLY 15 &19
DRIP LINE BLOW-OUT STUB 18
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 17
N/S HUNTER ICD-100 VALVE DECODER 19
PAIGE P7354D (FOR HUNTER, BASELINE)2-WIRE DECODER CABLE N/S
GROUNDING LOCATION 20
PRECISION PUMPING
SYSTEMS
POC #1:
S##U1S005X00050-85V32X241ONS-2-SS,
50 GPM, 85 PSI, 5 HP, 240V, SINGLE
PHASE (FLA: 38 AMPS)
WET-WELL PUMP IR-106
DR-11 HDPE WET WELL INTAKE PIPE IR-106
APCO #50 AIR RELIEF VALVE 4
KASCO MARINE, INC.,
715-262-4486,
WWW.KASCOMARINE.COM
AR6-XL, WITH RA-5DP CABINET ROBUST AIRE SYSTEM (9.6 CFM @ 10
PSI, 240, 6.8 AMPS -6 DIFFUSERS MAX.)21
KASCO 2 DIFFUSER AERATION ASSEMBLY
TUBING 21
KASCO 5/8" SURE-SINK WEIGHTED TUBING 21
#6
#6
#6
#6
#2.0
#4.0
#4.0
#4.0
P
AR
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
POINTS OF CONNECTION & CONTROLLER DATA
TAP NO.TAP SIZE
(INCH)
BACKFLOW
PREVENTER SIZE
(INCH)
ASSOCIATED
CONTROLLER
CONTROLLER
STATION
COUNT
PEAK FLOW
REQUIREMENT
(GPM)
REQUIRED STATIC
PRESSURE (PSI)
TAP LOCATION -
SEE SHEET
1 PUMP N/A A 96 50 85 IR-102
PUMP DATA
TAP & PUMP
NUMBER
FLOW RATE
(GPM)
POWER
REQUIREMENTS
PRESSURE
BOOST (PSI)
1 50 240V, 1 PHASE 85
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 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 DHM DESIGN. 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 BEEN INSTRUCTED TO USE STORAGE POND WITH A WET WELL FOR POC #1 WITH A REQUIRED STATIC WATER PRESSURE AT 85 PSI MIN. THE
CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE. 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. THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF
85 PSI MINIMUM.
SUBMERSIBLE PUMPING SYSTEM: HAS BEEN DESIGNED TO PRODUCE A FLOW OF POC#1
50 GPM (85 GPM FOR IRRIGATION / 15 GPM FOR FILTER FLUSH) AND A PRESSURE
OF 85 PSI AT DISCHARGE OF THE PUMP.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A XXX NIGHT PER WEEK, XXX 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.
4.
ORNAMENTAL PLANTINGS 0.68" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.82" PER WEEK PEAK SEASON (TWO SEASONS)
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. 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.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.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES / DRIP TUBING FLOW AND PLACEMENT.
7.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED.
8.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON
PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED
SURFACES ARE TO BE INSTALLED IN SLEEVING. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE.
SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY)
3 4" - 11 4" PIPING 2" PVC (1)
11 2" - 2" PIPING 4" PVC (1)
212" - 3" PIPING 6" PVC (1)
2-WIRE CABLE 2" PVC (1)
9.2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS AND STANDARDS.
9.1.CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEE SCHEDULE FOR SPECIFIC 2-WIRE CABLE).
9.2.ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).
9.3.ONLY USE SENSOR DECODER FOR FLOW SENSOR (SEE SCHEDULE FOR SPECIFIC MODEL) IF INDICATED ON PLANS.
9.4.LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERS AND SPLICES) FOR MAINTENANCE.
9.5.LOOP 2' OF 2-WIRE DECODER CABLE AS AN EXPANSION LOOP AT ALL CHANGES OF DIRECTION.
9.6.USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR A SEPARATE 10" ROUND
VALVE BOX FOR WIRE SPLICES.
9.7.INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. PERPENDICULARLY FROM VALVES, DECODERS, AND COMMUNICATION WIRE. WHERE 8 LF IS NOT AVAILABLE, REFER TO ASIC
GUIDELINES FOR PLATE LAYOUT.
11.8.GROUNDING SHALL BE IN AN IRRIGATED AREA.
11.9.GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 1000' OF WIRE OR EVERY 12TH DECODER AND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN.
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.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.
14.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.
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
A
W
AERATION SYSTEM DESIGN NOTES
IRRIGATION PLAN
IR-101
G
2.
1.
3.
CONTRACTOR SHALL SUPPLY AND INSTALL SPECIFIED EQUIPMENT
CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS BETWEEN ELECTRICAL SUPPLY AND AERATION STATION.
CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUPPLIER AND AERATION
MANUFACTURER TO COMPLETE THE INSTALLATION.
4.REFER TO MANUFACTURES SPECIFICATIONS FOR ADDITIONAL INSTALLATION INFORMATION AND HANDLING
REQUIREMENTS.
ALL ELECTRICAL WIRING REQUIRED FOR PUMP SYSTEM CONTROL ENCLOSURE SHALL BE IN RIGID
ELECTRICAL CONDUIT. WORK SHALL CONFORM TO ALL APPLICABLE ELECTRICAL CODES. FEES,
DIAGRAMS AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR.
5.
PUMP SYSTEM CONTROL PANEL IS A NEMA 3R INDUSTRIAL ELECTRICAL ENCLOSURE WITH 12'' SUPPORT
LEGS AND REQUIRES A MIN 6'' THICK REINFORCED CONCRETE MOUNTING PAD WITH ELECTRICAL CONDUITS.
SUBMIT SHOP DRAWINGS AS NEEDED.
6.
7.
8..
9.
NEW ELECTRICAL SUPPLY, EQUIPMENT AND INSTALLATION TO PUMPING SYSTEM IS BY CONTRACTOR.
ELECTRICAL PERMITS SHALL BE OBTAINED, SUBMITTED AND PAID BY CONTRACTOR
CONTRACTOR IS RESPONSIBLE FOR ALL ADDITIONAL EQUIPMENT FOR THE INSTALLATION OF THE PUMPING
SYSTEM AND ENCLOSURE THAT IS NOT SUPPLIED BY PUMP MANUFACTURER.
ELECTRICAL ENGINEERING AND DRAWINGS REQUIRED FOR PERMITTING SHALL BE PREPARED AND
SUBMITTED BY CONTRACTOR.
10.CONTRACTOR SHALL VERIFY ALL GRADE ELEVATIONS FOR NEW WORK PRIOR TO ORDERING ANY
MATERIALS. CONTACT CONSULTANT FOR ANY DIFFERENCES FROM ELEVATIONS CALLED ON PLAN.
11.ALL AERATION EQUIPMENT SHALL BE INSTALLED PER SUPPLIERS AND MANUFACTURERS REQUIREMENTS
AND RECOMMENDATIONS. (KASCO MARINE, INC., 715-262-4486, WWW.KASCOMARINE.COM)
21 2''
21 2''
21 2''
21 2''
21 2''
21 2''
(1)4''(1)2''
(1)4''(1)2''
(1)4''(1)2''
48 2"
A24
32 1.55"
A23
32 1.5"
A22
40 2"
A18
48 2"
A20
30 1.5"
A21
48 2"
A14
48 2"
A17
40 2"
A6
36 1.5"
A7
21 1"
A9
42 2"
A12
4 1"
A13
6 1"
A11
5 1"
A5DR1"
A15
DR 1"
A16
DR 1"
A8
DR 1"
A10
DR 1"
A4
#4.0
#4.0
#4.0
#4.0
#8.0
#8.0 #8.0 #8.0
#8.0
#8.0
#8.0
#8.0#8.0 #8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
G
G
G
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)4''(1)2''
(1)4''(1)2''(1)4''(1)2''21 2''21 2''21 2''
1''
11 4''
112''
2''
11 2''
1''
1''
1''
1''1''114''11 2''112''
2''
2''
2''
1''
48 2"
A19
2''112''
1''
11 ''11 ''
2''
1''
2''
2''
2''
2''
2''
2''
1''
1''
1''
1''
1''
1''
1''
114''
114''
114''
114''
114''
11 4''
114''
11 4''
114''
114''
114''
11 4''
114''
114''
112''
11 2''
114''
11 2''
112''
11 2''
11 2''
11 2''
(1)2''
112''
112''
112''112''
112''
112''
11 2''
1''1''
11 4''
11 4''
Scale: 1" = 20'-0"
0'10'20'40'
IRRIGATION PLAN
IR-101
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
IRRIGATION PLAN 1 SCALE: 1" = 20'-0"
0A7C+ L,1E: ':* 2 S+7 ,5-102
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
P
731
4
731
6 731
8
73
2
0
731
2
A R
731
0
73
3
0
21 2''
21 2''
21 2''
21 2''21 2''
21 2''
21 2''
21 2''
48 2"
A29
40 2"
A26
40 2"
A30
40 2"
A32
48 2"
A33
48 2"
A3
8 1"
A27
4 1"
A31
4 1"
A2
#4.0
#4.0
#4.0
#4.0
#8.0
#8.0
#8.0
#8.0 #8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0#8.0
#8.0
#8.0
#8.0
#8.0 #8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
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#8.0
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#8.0
#8.0
#8.0 #8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
#8.0
G
G
AR
26 1.5"
A25
DR 1"
A28
DR 1"
A1
1''
1''114''
11 2''
11 2''
112''
2''
1''
1''
114''
114''
1 2''
11 2''
112''
1''
1''
11 4''
114''
11 2''
112''
114''
114''
114''
114''
114''
11 4''
11 2''
112''
112''
2''
2''
2''
2''
2''
2''
2''
2''
2''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
1''
114''
11 4''
11 4''
114''
114''
114''
11 4''
114''
114''
114''
11 4''
114''
114''
11 4''
114''
11 4''
11 4''
11 4''
114''
11 4''
114''
112''
112''
11 2''
112''(1)4''
112''
112''
11 2''
112''
11 2''
112''
11 2''
11 2''
11 2''
IRRIGATION PLAN
IR-102
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
POINT OF CONNECTION #1- POND PUMP
CONTROLLER LOCATION "A"
PEDESTAL MOUNT ONE HUNTER, 2-WIRE, CONTROLLER AT
INDICATED LOCATION. CONTROLLER SHALL BE PROGRAMMED
TO OPERATE MULTIPLE DRIP VALVES SIMULTANEOUSLY TO
STAY WITHIN THE MAXIMUM 48 HOURS PER WEEK WATER
WINDOW. CONTROLLER MAY OPERATE UP TO (1-2) DRIP
VALVES SIMULTANEOUSLY. 120 VOLT POWER IS AVAILABLE
WITHIN 25 LF. OF CONTROLLER LOCATION FROM NEW
ELECTRICAL PANEL (RE: ELECTRICAL). SEPARATE ELECTRICAL
METER (IF REQUIRED), WIRE/CONDUIT, 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. FINAL CONTROLLER LOCATION SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
INSTALLATION.
CONTRACTOR TO INSTALL NEW WET WELL ASSEMBLY WITH SELF
CLEANING IN TAKE SCREEN. A SUBMERSIBLE PUMP STATION PACKAGE W/
FILTRATION IN A VAULT WILL BE INSTALLED AT THE APPROXIMATE
LOCATION. PUMP POWER PANEL TO BE INSTALLED NEXT TO IRRIGATION
CONTROLLER, AS SHOWN. 240V -SINGLE PHASET POWER IS AVAILABLE
WITHIN 25 LF. OF PUMP LOCATION FROM NEW ELECTRICAL PANEL (RE:
ELECTRICAL). SEPARATE ELECTRICAL METER (IF REQUIRED),
WIRE/CONDUIT, 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. EXTEND CLASS 200 PVC MAINLINE AS SHOWN.
Peak Flow - 50 GPM, STATIC PRESSURE - 85 PSI MIN.
A
1
1
A
Scale: 1" = 20'-0"
0'10'20'40'IRRIGATION PLAN 2 SCALE: 1" = 20'-0"
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
0A7C+ L,1E: ':* 1 S+7 ,5-101
SEE PUMP DETAIL SHEET IR-106
AR
AERIATION SYSTEM
CONTRACTOR TO INSTALL ALL AERATION EQUIPMENT, PER SUPPLIERS
AND MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS (KASCO
MARINE, INC., 715-262-4486, WWW.KASCOMARINE.COM),
AT THE APPROXIMATE LOCATION. POWER PANEL TO BE INSTALLED
NEXT TO IRRIGATION CONTROLLER, AS SHOWN. 240V -SINGLE PHASE
POWER IS AVAILABLE WITHIN 25 LF. OF CONTROLLER LOCATION FROM
NEW ELECTRICAL PANEL (RE: ELECTRICAL). SEPARATE ELECTRICAL
METER (IF REQUIRED), WIRE/CONDUIT, 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.
AR
IRRIGATION DETAILS
IR-103
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
PEDESTAL MOUNT
AREA
IRRIGATED
CLOSEST
SURFACE OF ACCESS PANEL.
CORRESPONDING WITH FIELD UNIT # ON OUTSIDE
INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING
RECOMMENDED BY MANUFACTURER.
VALVE BOX (TYPICAL). QUANTITY AS
#6 BARE COPPER GROUNDING WIRE
ROD W/ BRONZE CLAMP & 10" ROUND
5/8"x8 FT. COPPER-CLAD GROUNDING
1" SWEEP ELL - GROUND WIRE
3" SWEEP ELL - CONTROL WIRES
CONCRETE PAD
5"
1"
CONTROLLER
FINISH GRADE
1ELECTRIC CONTROLLER -
MANUFACTURER"S RECOMMENDATIONS AND GROUND
PROTECTION FOR CONTROLLER IN ACCORDANCE WITH
CONTRACTOR TO GROUND AND PROVIDE SURGE
6"
3/4" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE
SLOPE
0.5%
6"
18"
6"TO LOCAL CODE.
ALL ELECTRICAL WORK TO CONFORM
GFI RECEPTACLE WITHIN PEDESTAL
INSTALL A DISCONNECT SWITCH AND 120 VOLT
NOTES:
ROD(S) SHOWN. CONTROLLER GROUNDING SHALL
COMPLY W/ MANUFACTURER'S SPECIFICATIONS.
PLAN VIEW
3/4" NON-METALLIC LIQUIDTITE CONDUIT W/ MALE
ADAPTERS (2) AND LOCK RINGS, WASHERS
CONTROL WIRES - NEATLY BUNDLE WIRING & SECURE
W/ LOCKING WIRE TIES
PROVIDE 48" LENGTH OF ALL SPARE WIRES WITHIN
PEDESTAL, NEATLY COILED.
DISCONNECT SWITCH & RECEPTACLE
FINISH GRADE
CONTROLLER GROUNDING
SATELLITE CONTROLLER(S)
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
CADWELD GT1161G "ONE SHOT" WELD
5 8" x 8FT COPPER-CLAD GROUNDING ROD
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
COPPER GROUNDING PLATE 4"x96"x0.0626"
GROUND ENHANCEMENT MATERIAL PER
MANUFACTURER'S RECOMMENDATIONS
1'
8'15'
3'
2
Know what's below.
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R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
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Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
NOTE: MOUNT RAIN SENSOR RECEIVER
PER CONTROLLER DETAIL.
10' MIN.
36" MIN.
12" DIAMETER CONCRETE BASE - FORM
W/ SONA-TUBE OR EQUAL. POST SHALL
BE CENTERED WITHIN BASE.
FINISH GRADE
112" DIAMETER SCH. 40
GALVANIZED STEEL POST
112"x12" FxF SCH. 40 GALVANIZED
TEE W/ 112" MIPT PLUG
WIRELESS RAIN SENSOR (MODEL PER
SCHEDULE) - TOP OF SENSOR TO BE
ABOVE RAIN SHADOW OF BUILDING
GUTTERS, TREES AND/OR ANY OTHER
OBSTRUCTIONS
WEATHER SENSOR 3POLE MOUNTED - Wireless
PVC FITTINGS AND ALL NIPPLES
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC PRESSURE MAINLINE
SEE TECHNICAL SPECIFICATIONS
3/4" CRUSHED GRAVEL SUMP
3/4"x4" PVC NIPPLE SCH. 80
3/4" MxF SCH.40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3/4" BRASS GLOBE VALVE
FOR SUMP SIZE
6
4"
FINISH GRADE
3/4"x6" SCH. 80 GALVANIZED STEEL NIPPLE
3/4"xCL PVC NIPPLE SCH. 80 (2)
3/4" FxF SCH.80 PVC 90 ELL (2)
2" CL160 PVC ACCESS SLEEVE -
3/4" CRUSHED GRAVEL SUMP
TECHNICAL SPECIFICATIONS
THE LETTER "D" IN LID- REFER TO
10" ROUND VALVE BOX - BRAND
LENGTH AS REQUIRED
1 CU. FT.
2" VALVE MARKER
QUICK COUPLING VALVE 5
LASCO #G 13S-212 UNITIZED SWING JOINT
PRESSURE MAINLINEx1" PVC SERVICE TEE -
SOLVENT WELD OR GASKETED FITTING
REFER TO SPECIFICATIONS
1/2"X12" REBAR STABILIZING STAKE
TYPICAL TWO SIDES PER QUICK
COUPLING VALVE LOCATION
W/ BRASS INSERT STABILIZER ELBOW.
PROVIDE WITH 1" MIPT INLET
QUICK COUPLING VALVE
BRAND "QC" INTO VALVE BOX
FINISH GRADE
10" ROUND VALVE BOX
LID. REFER TO TECHNICAL
SPECIFICATIONS.
3"
1" BRASS NIPPLE
LENGTH AS REQUIRED
2" OF BOTTOM OF QCV LID
SUMP - FILL BOX TO WITHIN
3/4" CRUSHED GRAVEL
2"
APPLY TEFLON TAPE TO ALL THREADED
NIPPLES
LINE SIZE BRASS COUPLING
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
8TRENCH
BACKFILL MATERIAL (TYPICAL)
CONTROL WIRES -2 WIRE
PVC MAINLINE
FINISH GRADE
18"
12"
24"
ROTOR LATERAL PIPING
SPRAY HEAD LATERAL
PIPING
NOTE: REFER TO TECHNICAL SPECIFICATIONS
FOR MINIMUM TRENCH WIDTHS.
7
MANUAL DRAIN VALVE
FINISH GRADE
AIR RELIEF VALVE
12" RECTANGULAR VALVE BOX W/
EXTENSION. BRAND "AR" IN VALVE
BOX LID - REFER TO TECHNICAL
SPECIFICATIONS.
4"
APCO #50 - 1" AIR RELEASE VALVE W/
TWO SCH. 40 PVC MxF 90 ELLS
INSTALLED ON AIR OUTLET. SET
ASSEMBLY IN PLUMB POSITION.
1"xCL SCH. 80 PVC NIPPLE & 1"
FxF SCH. 80 PVC ELL
1"x4" SCH. 80 PVC NIPPLE
1" BRONZE BALL VALVE
1"xCL SCH. 80 PVC NIPPLE
3 4" CRUSHED GRAVEL SUMP - FILL
TO BOTTOM OF BALL VALVE
1" FxF SCH. 80 PVC ELL
1" SCH. 80 PVC NIPPLE -
LENGTH AS REQUIRED
DUCTILE IRON GASKETED
SERVICE TEE (LINE DIA.x1")
PVC PRESSURE MAINLINE
NOTE: AIR RELEASE ASSEMBLY SHALL REST ON GRAVEL SUMP
FIELD-LOCATE AIR RELEASE AT HIGH POINT IN MAINLINE PIPING APPLY
TEFLON TAPE TO ALL MALE THREADED FITTINGS AND NIPPLES
4
IRRIGATION DETAILS
IR-104
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
IRRIGATION SLEEVING
B
A
36"
ROUGH GRADE
12" MIN.
24" MIN.
CURB AND GUTTER - IF APPLICABLE
PAVED SURFACE
PVC SLEEVING (TYPICAL)
NOTE: 1) ALL SLEEVING TO BE CLASS 160 BE PVC, SIZE AS NOTED.
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.
9
SEAL ENDS OF SLEEVE WITH CLOTH DUCT
TAPE (TYPICAL)
C
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.
2)
3/4'' CRUSHED GRAVEL SUMP - FILL BOX
TO TECHNICAL SPECIFICATIONS.
RECTANGULAR VALVE BOX - BRAND BOX LID
W/ CONTROLLER AND STATION NUMBER - REFER
TO BOTT0M OF VALVE BODY. ALL VALVE
ASSEMBLY COMPONENTS SHALL BE CLEARLY
VISIBLE WITHIN VALVE BOX
DRIP VALVE ASSEMBLY
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
NOTE:
15
SCH. 80 VERTICAL NIPPLE - LENGTH AS
FxF SCH. 40 PVC 90d ELL W/
1"x3/4" MIPTxINSERT PVC ADAPTER
STAINLESS STEEL WORM GEAR OR PINCH
PRESSURE SUPPLY LINE
RAIN BIRD 1" DVX CONTROL VALVE
DRIP TUBING/PIPING - REFER TO SCHEDULE
1" PVC BALL VALVE (MIPTxMIPT)
REQUIRED
IN-LINE WYE FILTER
CLAMP
VALVE BOX SHALL NOT REST ON DRIP TUBING
WATER PROOF CONNECTION
DECODER SECURED TO PVC PIPE
TWO BLACK WIRES TO VALVE SOLENOID
DECODER CABLE FROM PREVIOUS DECODER
BLACK WIRES TO VALVE SOLENOID
DECODER CABLE PATH TO NEXT DECODER
IN-LINE PRESSURE REGULATOR
RAIN BIRD PSI-L40X
RAIN BIRD RBY-100-200MX
BLAZING WIRE CONNECTORS -BVS-2
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.
ELECTRIC CONTROL VALVE
TWO WIRE SYSTEM
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
SCH. 40 PVC REDUCING
MALE ADAPTER
RECTANGULAR VALVE BOX. BRAND LID WITH
CONTROLLER & STATION #. REFER TO
TECHNICAL SPECIFICATIONS. CENTER BOX
OVER ASSEMBLY.
PVC BALL VALVE - FIPTxFIPT
3 4" CRUSHED GRAVEL SUMP - FILL BOX
TO BOTTOM OF VALVE BODY
SCH. 80 PVC NIPPLE - LENGTH AS
REQUIRED
SERVICE TEE - SOLVENT WELD
OR GASKETED FITTING - REFER
TO SPECIFICATIONS
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
TWO BLACK WIRES TO VALVE SOLENOID
DECODER
DBR-6 (2)
PROVIDE 60" CONTINUOUS COILS OF ALL
"MAINTENANCE" SPARE CONTROL/COMMON
WIRING WITHIN VALVE BOX (PER DECODER)
TWO-WIRE PATH TO NEXT DECODER
TO EARTH GROUNDING
LOCATION INSTALLED PER
ASIC GUIDELINES. 1 PER 12
DECODERS OR EVERY
1000 ft
TWO-WIRE PATH TO
NEXT DECODER
DBR-6 (2)
DBR-6
10 HI-POP SPRAY HEAD
PVC THREADED FITTINGS
APPLY TEFLON TAPE TO ALL MALE
NOTE: SET HEAD PERPENDICULAR TO
\" MALExBARB 90 ELBOW
\" MALExBARB ADAPTER
LINE SIZEx\" SLIPxFIPT FITTING
PVC LATERAL PIPING W/ SCH. 40 PVC
\" FLEX PIPE (6"-12" LENGTH)
FINISH GRADE
12
12" HI-POP SPRAY HEAD
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
SET BOTTOM OF CAP AT GRADE
3"
SWING JOINT CONNECTION
SIDE INLET IS NOT TO BE UTILIZED FOR
SET LIP AT FINISHED GRADE
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
GEAR DRIVEN ROTOR
MIPxFIP SCH. 40 PVC ELL (2)
6"
12" SCH. 80 PVC NIPPLE
MIPxFIP SCH. 40 PVC 90 ELL
SCH. 40 SLIPxFIPT PVC FITTING
NOTE: DIAMETERS OF FITTINGS AND NIPPLES SHALL
EQUAL ROTOR INLET DIAMETER
SET ROTOR PERPENDICULAR TO FINISH GRADE
HI-POPGEAR DRIVEN ROTOR 14
FITTINGS
APPLY TEFLON TAPE ALL PVC MALE THREADED
DEGREES
30-60
24"
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
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE TO MALE PVC THREADED FITTINGS.
·DOUBLE CLAMP 112" & 2" DIAMETER FITTINGS.
PVC LATERAL SWING W/ LINE
SIZEx12" SLIPxFIPT FITTING
POP-UP SPRAY HEAD 11SWING PIPE - PVC
SET HEAD PERPENDICULAR TO FINISH GRADE
SET LIP AT FINISHED GRADE
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
6"
GEAR DRIVEN ROTOR
12"x3 4" BARBxMALE ELL
12" DIA. POLYETHYLENE SWING PIPE
(4 L.F. MAXIMUM LENGTH)
12" MALExBARB ADAPTER
PVC LATERAL PIPING W/ LINE
SIZEx12" SLIPxFIPT FITTING
GEAR DRIVEN ROTOR 13SWING PIPE - PVC
IRRIGATION DETAILS
IR-105
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
3 4" PVC BALL VALVE WITH 3 4" PVC
INSxMIPT ADAPTER AND S.S. CLAMP
3 4" DRIP TUBING - COIL SUFFICIENT
LENGTH IN BOX TO EXTEND HOSE
ADAPTER OUTSIDE OF VALVE BOX.
3 4" WASHED RIVER ROCK SUMP (1
CU. FT.)
INSERT TEE WITH CLAMPS
10" ROUND VALVE BOX WITH COVER
- BRAND "DB" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
SECTIONPLAN
DISTANCES VARY: CONTRACTOR SHALL
LOCATE FLUSH VALVE BOX TO BE
SCREENED BY PLANT MATERIAL AND
ACCESSIBLE. OPERATIONAL INDICATOR
SHALL BE LOCATED FOR EASY
VISIBILITY DURING OPERATION
PLANT MATERIAL
INDICATOR HEAD
PLANTER BED
WALL OR EDGER
FLUSH VALVE
POLY PIPE FROM
EXHAUST HEADER
OR DRIP LATERAL
FINISH GRADE
DEFLECT TUBING TO PERMIT
ENTRY THROUGH BOTTOM OF
VALVE BOX.
12" POP-UP SPRAY HEAD WITH
CHECK VALVE, CLOSED NOZZLE, &
SWING PIPE (ZONE OPERATIONAL
INDICATOR)
DRIP FLUSH VALVE
PLANT MATERIAL
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
31 2" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH
4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH
6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH
8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH
10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH
12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH
NOTES:
·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE
EQUALLY SPACED AROUND ROOT BALL.
·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF
2".
·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO EMITTER
INSTALLATION.
·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT
BALL.
·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS NOTED
OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.
·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS
(HYDROZONES) AND SUN EXPOSURE.
·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN.
·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER
DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS:
··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL BE
DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.
··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH
NORTH AND EAST EXPOSURES.
··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND
CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.
DOWN
4:1(+)-SLOPE
SECTION
10" MIN
4"-6"
PLANTING BACKFILL MATERIAL
POLY DRIP TUBING
PLANT ROOTBALL
EMITTER - STAKE TO EDGE OF
ROOTBALL
EMITTER MICRO-TUBING - 60"
MAXIMUM LENGTH
PLANT MATERIAL
EMITTER - REFER TO SCHEDULE FOR
EMITTER QUANTITY. REFER TO
SPECIFICATIONS FOR MANUFACTURER
AND MODEL NUMBER.
MULCH LAYER
EMITTER MICRO-TUBING
POLY DRIP TUBING - RE:
TECHNICAL SPECIFICATIONS
6" 10 GAUGE JUTE STAKE OR
APPROVED EQUAL
PLAN
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
18
17DRIP EMITTER
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
PLANT SIZE MINIMUM EMITTER
QTY. PER TREE
5 GALLON SHRUBS THREE EACH
112" CALIPER TREE EIGHT EACH
2" CALIPER TREE TWELVE EACH
212" CALIPER TREE SIXTEEN EACH
3" CALIPER TREE TWENTY EACH
312" CALIPER TREE TWENTY-TWO EACH
4" CALIPER TREE TWENTY-FOUR EACH
6 FT. CONIFEROUS TREE TWELVE EACH
8 FT. CONIFEROUS TREE EIGHTEEN EACH
10 FT. CONIFEROUS TREE TWENTY-FOUR EACH
12 FT. CONIFEROUS TREE TWENTY-EIGHT EACH
NOTES:
·EMITTERS SHALL BE EQUALLY SPACED AROUND
ROOT BALL.
·EMITTER FLOW RATE PER SCHEDULE.
·DRIPLINE EMITTER SPACING PER SCHEDULE.
EDGE OF EXCAVATION
EMITTER DRIPLINE (BELOW MULCH
AND FABRIC, AROUND THE ROOT
BALL) 6'' FROM ROOTBALL
LATERAL SUPPLY PIPE
(WITH IN-LINE CHECK
VALVES IF REQUIRED)
POLY DRIP SUPPLY
TUBING NO EMITTERS
EMITTER DRIPLINE (BELOW MULCH
AND FABRIC, AROUND THE ROOT
BALL) 6'' FROM ROOTBALL
PLANTING BACKFILL MATERIAL
STAKE DRIP PIPE TO EDGE OF ROOTBALL
ROOTBALL
TRUNK
SUBSURFACE EMITTER TREE RING 16
DECODER GROUNDING DETAIL 20
10" ROUND VALVE BCX
WIRE CLAMP
3/4" CRUSHED GRAVEL
8 FT. COPPER GROUNDING ROD
#6 BRAIDED COPER WIRE
TO DECODER
3"
RECTANGULAR VALVE BOX
WITH CONTROL VALVE AND
FINISH GRADE
DECODER
DECODER
8'-12' MINIMUM"
SUMP (2 C.U. FT.)
3/4" PVC
SUBGRADE
SECURE DECODER
TO PVC PIPE WITH
NYLON WIRE TIE (2)
1" MIN.
12" MIN.
DECODER, WIRE TIE (2)
TO [" PVC PIPE TO
STABILIZE IN VALVE BOX
NOTE: USE DBR/Y-6 ON WIRE CONNECTIONS
TO EARTH GROUND INSTALLED IN
SEPARATE LOCATION PER ASIC GUIDELINES.
1 PER 12 DECODERS OR EVERY 1000 FT.
AND AT EVERY END OF TWO WIRE PATH.
BARE COPPER WIRE TO BE EXTENDED
USING A CADWELD TO GROUND ROD.
GROUND ROD TO BE LOCATED A MINIMUM
OF 10 LINEAR FEET FROM VALVE BOX AND
TWO WIRE PATH.
WIRE PATH FROM CONTROLLER ALLOW 5
FT. SLACK PER DECODER. ALL WIRE TO BE
TO 14 UAG STANDARDS. REFER TO TWO
WIRE PLAN FOR CONTROLLER WIRE
MANUFACTURE AND MODEL NUMBER.
BLAZING WIRE CONNECTORS -BVS-2
DECODER (REFER TO SCHEDULE
FOR MODEL NUMBER)
ID WIRE PATH TO NEXT
DECODER (3M) DBY (2)
TWO-WIRE DECODER
WIRING DIAGRAM 19
KASCO AERIATION SYSTEM -TYPICAL 21
ALL AERATION EQUIPMENT SHALL BE INSTALLED PER SUPPLIERS AND MANUFACTURERS
REQUIREMENTS AND RECOMMENDATIONS. (KASCO MARINE, INC., 715-262-4486,
WWW.KASCOMARINE.COM)
P
731
4
731
6 731
8
73
2
0
731
2
A R
73
3
0
21 2''
21
2
#8.0
#8.0
GAR
1''
11 4''
IRRIGATION PUMP
DETAILS
IR-106
Buck Point Ranch_Permit_Irrigation-CD's-rev.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Know what's below.
before you dig.Call
R
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401
o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
H) 2-POINT LEVEL CONTROL/SAFETY FOR WET WELL
F) OWNER TRAINING PER SPECIFICATIONS.
G) PRESSURE RELIEF VALVE
A) VARIABLE FREQUENCY DRIVE WITH 5 HP PUMP (38 FLA @ 240V/1 PHASE).
1.
Pumping System Notes
B) PUMP PANEL AND CONTROLS PER SPECIFICATIONS. 240 VOLT, 1 PHASE POWER SUPPLY (APPROX. 73 FLA)
C AUTOMATIC FILTER WITH 200 MICRON SCREEN, FLUSH ASSEMBLY (ISOLATION VALVE, ELECTRIC CONTROL VALVE) AND CHECK VALVE
I) SELF-CLEANING SCREEN RETURN LINE ASSEMBLY SHALL CONSIST OF 1" BRONZE BALL VALVE, 1" BRONZE
CHECK VALVE, 1" SOLENOID OPERATED ELECTRIC VALVE
E) PHASE MONITOR
D) VFD BY-PASS SWITCH
J) PUMP STATION SHALL BE ACTIVATED VIA PRESSURE DROP AND DEACTIVATED VIA NO FLOW
PRIMARY PUMP SHALL BE CAPABLE OF 100 GPM AT 85 PSI DISCHARGE PRESSURE (85 GPM FOR IRRIGATION, 15 GPM FOR FILTER)
K) PRESSURE TANK
L) HOA SWITCHES (FOR SYSTEM), ON-OFF SELECTOR SWITCHES (ONE PER PUMP), PUMP RUN LIGHTS (ONE PER EA. PUMP, LAKE SCREEN, FILTER)
GENERAL FAULT LIGHT (RED)
M) STATION DISCHARGE ISOLATION VALVE
N) DISCHARGE PRESSURE GAUGE
COMPACT SOIL TO 95% STANDARD PROCTER DENSITY TYPICAL FOR AROUND WET WELL AND UNDER CRUSHER FINE BASE.
ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES
CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS BETWEEN ELECTRICAL SERVICE AND PUMPING SYSTEM
2.
3.
5.
CONTRACTOR TO INSTALL A PRECISION PUMPING SYSTEM OR APPROVED EQUAL SINGLE SKID PUMPING STATION
THE PUMP STATION SHALL MEET REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, DETAILS
AND SPECIFICATIONS. SUBMIT WITH BID.
6.
ELECTRICAL PERMITS SHALL BE OBTAINED AND PAID BY CONTRACTOR. ELECTRICAL DRAWINGS REQUIRED
FOR PERMITTING SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR
7.
8.
CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION AND INSTALLATION PIPING BETWEEN FINAL PUMP
LOCATION AND IRRIGATION AND AUGMENTATION PIPE CONNECTIONS
ANCHOR PUMPING SYSTEM CONCRETE PAD PER MANUFACTURERS RECOMMENDATIONS
CONTRACTOR IS RESPONSIBLE FOR ALL ADDITIONAL EQUIPMENT FOR THE INSTALLATION OF THE PUMPING
SYSTEM AND ENCLOSURE THAT IS NOT SUPPLIED BY PUMP MANUFACTURER
1.
4.
AS DETAILED. EQUAL SUBMITTAL MUST BE A COMPLETE SET OF DRAWINGS AND LIST EQUIPMENT USED.
PUMP STATION OFF-LOAD CRANE REQUIREMENTS BY CONTRACTOR
9.
NOTES
CONTRACTOR TO INSTALL PRECISION PUMPING SYSTEM: #S##US1005X0050-085V32X241ONS-2-SS SUBMERSIBLE (ENCLOSURE) PUMP STATION
AS DETAILED. PUMP STATION SHALL PROVIDE 50 GPM AT DISCHARGE PRESSURE OF 85 PSI. PUMP STATION SHALL MEET REQUIREMENTS OF
THE CONSTRUCTION DOCUMENTS, DETAILS AND SPECIFICATIONS. REQUIREMENTS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:
CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND EQUIPMENT REQUIRED FOR INSTALLATION OF BUT NOT
LIMITED TO, PUMPING SYSTEM, ENCLOSURE, PIPING, WET WELL AND ELECTRICAL. ANY ADDITIONAL EQUIPMENT
NOT SUPPLIED FROM MANUFACTURER FOR INSTALLATION OF ANY PRODUCT IS THE RESPONSIBILITY OF THE
CONTRACTOR. REFER TO ALL MANUFACTURERS RECOMMENDATIONS FOR REQUIRED EQUIPMENT.
INTAKE INV.
LOW WATER SHUT-OFF
BOTTOM OF WET-WELL (FLOOR)
BOTTOM OF SUBMERSIABLE PUMP
BOTTOM OF POND
7313.34 FT.
P1
36'' PRECAST CONCRETE
WET-WELL - RAM-NECK OR
EQUAL ALL JOINTS
PEA GRAVEL LEVELING COURSE - MINIMUM 12''
DEEP
PUMP STATION AND WET WELL - SECTION
NTS
8" HDPE DR-11 FUSED WET WELL INTAKE LINE
FROM POND, WITH LINK SEAL
APPROXIMATELY 140 FT. LONG
BOTTOM OF WET WELL
7316.50 FT.
7315.00 FT.
7312.00 FT.
7313.00 FT.
PUMP VAULT COVER (SET AT GRADE)
PUMP VAULT (40"W x 63"L x 48"D) BELOW GRADE
FILTER -SELF FLUSHING
SUBMERSIBLE PUMP AND RISER PIPE
PUMP DISCHARGE PIPE
PUMP STATION POND INTAKE PIPING
NTS
DO NOT SLOPE INTAKE PIPE (PIPE INV. 7315.00 FT)
POND BOTTOM ELEV. 7313 +/- FT.
1.5'' 100 PSI NSF POLYETHYLENE,
SELF-CLEANING SCREEN RETURN LINE,
SHOULD BE STRAPPED TO PVC PIPE ON 10'
O.C. WHERE EXPOSED IN POND. INSTALL
PIPE BOOT AS NEEDED. COORDINATE FINAL
LOCATION WITH POND LINER.
CONTROL WIRING FROM POWER PANEL
TO BE LOCATED AT BUILDING. ALL WIRING
FROM PANEL TO JUNCTION BOX TO BE
INSTALLED IN CONDUIT, PER LOCAL CODES.
40 INCH WIDE
63 INCH LONG
6574.00 + FT.
WSE 7325.00 FT.
VAF1
-
FINISH GRADE
PUMP VAULT COVER, 3" ABOVE GRADE
ELECTRIC CONTROL VALVE FOR INTAKE
SCREEN - 1.5" PIPE TO INTAKE SCREEN
SUBMERSIBLE PUMP AND RISER PIPE
3" PUMP DISCHARGE PIPE
7330.00 + FT.TOP OF WET WELL & LEVELING BASE
ELECTRIC CONTROL VALVE FROM FILTER, PIPE
BELOW GRADE AND DAY LIGHT.
4" FLOOR DRAIN, INTO WET WELL
PUMP VAULT (36"W x 60"L x 48"D)
BELOW GRADE
48 INCH DEEP
PRESSURE TANK
SELF FLUSHING FILTER
1" ELECTRIC CONTROL VALVE FOR INTAKE
SCREEN - 1.5" POLY PIPE TO INTAKE SCREEN
1" ELECTRIC CONTROL VALVE FROM FILTER,
1.5" POLY x 3" PVC PIPE BELOW GRADE AND
DAY LIGHT.
SUBMERSIBLE PUMP AND RISER PIPE
PRESSURE TANK
CONTROL WIRING FROM POWER PANEL
TO BE LOCATED AT BUILDING. ALL
WIRING FROM PANEL TO JUNCTION BOX
TO BE INSTALLED IN CONDUIT, PER
LOCAL CODES.
CONCRETE PAD
3 INCH
AIR RELIEF VALVE
4" FLOOR DRAIN, INTO WET WELL
PEA GRAVEL LEVELING COURSE - MINIMUM 12'' DEEP
PEA GRAVEL LEVELING COURSE - MINIMUM 12'' DEEP
COMPACT SOIL TO 95% STANDARD PROCTER DENSITY
TYPICAL FOR AROUND WET WELL AND UNDER CRUSHER
FINE BASE.
PUMP ASSEMBLY WILL INCLUDE
FIBERGLASS ENCLOSURE AND PUMP
ASSEMBLY. REFER TO PUMP
SYSTEMS NOTES NO.1, FOR MODEL
NUMBER AND REQUIREMENTS.
SECURE ENCLOSE TO WET WELL WITH ANCHOR BOLTS (4
REQUIRED).
SECURE ENCLOSE TO WET WELL WITH ANCHOR BOLTS (4
REQUIRED).
SAKRETE BAGS - QTY. AS REQUIRED
P2
MINIMUM 6'' CLEARANCE FROM WATER LEVEL
24'' MINIMUM
PUMP MANUFACTURER SUPPLIED CLEMONS
CW-400 -6" SELF-CLEANING POND INTAKE
SCREEN W/ 12 MESH SCREEN. PROVIDE
WITH SEALED BEARINGS OR APPROVED
EQUAL.
8'' HDPE x 6" PVC FLANGED CONNECTION
8" HDPE DR-11 FUSED INTAKE LINE
3" PVC FILTER DISCHARGE PIPE INSTALL MINIMUM 6'' ABOVE HIGH
WATER LEVEL. COORDINATE WITH LANDSCAPE ARCHITECT AS TO
CONNECT POLY PIPING TO SCREEN VIA
INSERT FITTING & TWO STAINLESS STEEL
WORM SCREW CLAMPS
WSE 6571 + FT.
1.5'' POLY NSF 100 PSI PIPE FROM PUMP TO
SELF-CLEANING POND INTAKE SCREEN.
DISCHARGE PIPE LOCATION AND RIP-RAP BOULDER PLACEMENT
AND REQUIREMENTS.
NOTE:
ANY PENETRATIONS THROUGH POND LINER SHALL BE PIPE BOOTED
Scale 1'' = 10'
REPAIR EXCAVATION AND POND LINER WITH SIMILAR MATERIALS AS
ORIGINAL CONDITION OF POND
120V / 240V ELECTRICAL
CONTROL PANEL (FURNISHED
WITH PUMP ASSEMBLY), TO BE
INSTALLED BY OTHERS (TBC).
ALL REQUIRED POWER &
CONTROL WIRES FROM
CONTROL PANEL TO PUMP
VAULT JUNCTION BOX (PER
LOCAL CODES). ELECTRICAL
PERMITS AND DRAWINGS ARE
REQUIRED BY THE CONTRACTOR.
2.5" PVC MAINLINE
74 +/-FT.
DIRECTORY
IRRIGATION SCHEDULE IR-100
IRRIGATION NOTES IR-100
IRRIGATION PLANS IR-101 - IR-102
IRRIGATION DETAILS IR-103 - IR-105
IRRIGATION PUMP DETAILS IR-106
(REDUCE TO 2" PVC MAINLINE)
AUTOMATIC LAKE INTAKE SCREEN AND
CONCRETE SUPPORT STRUCTURE
1.5'' POLY NSF 100 PSI PIPE FROM PUMP TO
AUTOMATIC LAKE SCREEN.
3'' CL200 PVC AUTOMATIC FILTER DISCHARGE
PIPE. DAYLIGHT ABOVE WATER EDGE AND
INSTALL 3' RIP-RAP TO 6" MIN. HEIGHT ABOVE
WATER LEVEL.
RIP-RAP BOULDER DISCHARGE BASIN:
PUMP VAULT LOCATION
AND WET WELL LOCATION
120V / 240V -SINGLE PHASE ELECTRICAL
CONTROL PANEL (FURNISHED WITH PUMP
ASSEMBLY), TO BE INSTALLED BY
STRUCTURE TO THE EAST OF PUMP
LOCATION (APPROX. 48'). INSTALL PVC
CONDUIT(S) AND ALL REQUIRED POWER &
CONTROL WIRES FROM CONTROL PANEL
TO PUMP VAULT JUNCTION BOX (PER
LOCAL CODES). ELECTRICAL PERMITS AND
DRAWINGS ARE REQUIRED BY THE
CONTRACTOR.
1.5" POLY PIPE FROM AUTOMATIC FILTER
TO BE EXTENDED OUT OF PUMP VAULT,
AND TRANSITION TO 3'' CL200 PVC
DISCHARGE PIPE.
1.5" POLY PIPE FROM 1" ELECTRIC
CONTROL VALVE OUT OF PUMP VAULT,
TO INTAKE SELF FLUSHING SCREEN.
3" PVC FILTER DISCHARGE PIPE INSTALL MINIMUM 6'' ABOVE HIGH
WATER LEVEL. COORDINATE WITH LANDSCAPE ARCHITECT AS TO
DISCHARGE PIPE LOCATION AND RIP-RAP BOULDER PLACEMENT
AND REQUIREMENTS.
8" HDPE DR11 FUSED WET WELL INTAKE LINE
FROM POND
ENLARGEMENT OF PUMP STATION EP1