HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0071.2018 (39).ACBKL 1.10LANDSCAPEDEVELOPMENTPLAN-PARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'08'16'ELECTRANSTRASH /RECYCLING / STORAGEINTERSECTION01L2.10/4.1006L6.01GUARDRAIL ANCHOREDTO WALKWAY; SIMRE CIVIL FOR PVMTRE ELEC FOR LIGHTINGRE CIVIL FOR ALLPARKING LOT PVMTBP REV 0108/31/20181
L 2.10TREE REMOVAL / EXLANDSCAPE PLANPARKING LOT0'05'10'SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:TREE MITIGATION CHARTINTERSECTION 1"=10'-0"01BP REV 0108/31/20181
L4.10PLANTING PLANAND SCHEDULEPARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'05'10'ELECTRANSROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.00LOWEST TREE BRANCHES SHALL BE 8' ABOVEFINISH GRADE TO ENSURE VISIBILITY; TYP FORALL COTTONWOODSTRASH /RECYCLING / STORAGEINTERSECTION 1"=10'-0"01GUARDRAILBP REV 0108/31/20181
L4.11HYDROZONE PLANPARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'05'10'ELECTRANSTRASH /RECYCLING / STORAGEBP REV 0108/31/20181Reviewed and Approved forWater Efficient LandscapeStandardsrickma 09/26/2018
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
BP REV 01 8/31/2018
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIFT STUDIO. 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 75 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 65 PSI
MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX
NIGHT PER WEEK, SIX HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION
FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER
ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO
SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED.
TURF GRASS 1.94" PER WEEK PEAK SEASON
ORNAMENTAL PLANTINGS 0.78" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.65" PER WEEK PEAK SEASON (TWO SEASONS)
NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR
USE DURING YEARS WITH LESS THAN NORMAL RAINFALL.
4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND
WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE
OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF
2'-0" FROM EDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON PLANS. BOXES INSTALLED IN OPEN TURF AREAS SHALL
BE KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0"
FROM THE CENTERLINE OF ANY DRAINAGE SWALE. ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY
DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, GRAY IN
STONE MULCH, PURPLE FOR RECLAIMED WATER SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND
TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN ORDERLY MANNER.
5.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF
BACKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE OF
SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE
NOTED ON AS-BUILTS. FOR INTERIOR MOUNTED BACKFLOW PREVENTER LOCATIONS, INSTALL ONE BOILER DRAIN VALVE DOWNSTREAM OF
BACKFLOW PREVENTER.
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 3 4" 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)
1-25 CONTROL WIRES 2" PVC (1)
10.SPARE CONTROL WIRES - CONTRACTOR SHALL EXTEND THREE SPARE WIRES (ONE COMMON AND 2 CONTROL WIRES) FROM EACH
CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPARE WIRES IN 10"
ROUND VALVE BOX WITH QUICK COUPLING VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR
ADDITIONAL INFORMATION.
11.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY
ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS.
12.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF
CONSTRUCTION, VERIFY PLANS ARE CURRENT. WHERE REQUIRED BY CITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY STAMPED
PLANS. REVISIONS TO CITY STAMPED PLANS SHALL CONFORM TO CITY FIELD CHANGE PROCEDURES AND DOCUMENTATION.
13.EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW
INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE
LANDSCAPE CONTRACTOR.
14.EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM.
CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW
CONSTRUCTION.
15.ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING
STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
16.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 NOTESIRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
LINE SIZE - 212'' AND SMALLER GATE VALVE 9
HUNTER I-CORE-M - 12 STATION MODEL ELECTRIC CONTROLLER 3
HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 4
N/S GUARDSHACK GS-1 BACKFLOW PREVENTER ENCLOSURE 2
FEBCO 825YA RP BACKFLOW PREVENTER 1
HUNTER ICV-FS MASTER CONTROL VALVE 6
CST FSI-T 10-001 1"FLOW SENSOR 5
CLASS 200 BE - 212" & SMALLER PVC MAINLINE 9
CLASS 200 BE PVC LATERAL 9
CLASS 160 PVC SLEEVING 8
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 12
HUNTER ICZ-101-LF-25 DRIP VALVE ASSEMBLY 13
NETAFIM LVCZ-10075 SUBSURFACE VALVE ASSEMBLY 16
DRIP LINE BLOW-OUT STUB 11
NETAFIM TLHCVXR-3-12 ROWS SPACED 18"SUBSURFACE DRIPLINE 14 & 15
CLASS 200 BE SUBSURFACE HEADER PIPE - 1" PVC 14, 15 & 16
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 12
N/S MATCO 201 MANUAL DRAIN VALVE 10
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
IR-0.1
IRRIGATION NOTES
AND SCHEDULE
PARKING LOT
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401303-980-5327
303-980-5384 (fax)
Irrigation Consulting
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.
1.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.
2.UNLESS PROVIDED IN THESE PLANS OR SPECIAL CONDITIONS, THE CONTRACTOR SHALL COMPLY WITH THE
MOST CURRENT CITY OF ASPEN STANDARDS.
3.ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER
EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN
THE IRRIGATION DESIGN PLAN.
ASPEN - IRRIGATION CONSTRUCTION NOTES
compact compactcompactcompactA1(dr)
A7-B(dr)
A1
A1
A1
A3
A3
A2
A2
A2
A2
A3
A1
A4
A4 A4 A4
A4A4
A4
A4
A4
A4
A4 A4A4
A4
A13(dr)
A13(dr)
(1)4''(2)2''
(1)4''(2)2''
(1)4''(3)2''
(1)4''(2)2''
(1)4''(1)2''
(3)2''(3)2''
(1)2''
dr 1"
A1
dr 1"
A2
(3)2''
(2)2''
2 1"
A3
(1)4''(3)2''
FS
A
11 2''
11 2''
11 2''
11 2''
W
3 A
CONTROLLER COMM WIRE
(1)2''
dr 1"
A4
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
BP REV 01 8/31/2018
0
NORTH SCALE: 1''=20'
10'20'40'
EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR
REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING
NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE
DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND
PAID FOR BY THE LANDSCAPE CONTRACTOR.
1
1
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 BUILDING POWER. STEP-DOWN TRANSFORMER (IF
REQUIRED) AND 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. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE
OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE
APPROVED BY OWNER PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON
CONTROLLER ENCLOSURE WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY
OVERHANG OR OBSTRUCTING FEATURE. FINAL CONTROLLER AND WEATHER SENSOR
LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
A
A
IR-1.1
IRRIGATION PLAN
PARKING LOT
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
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.
THIS AREA IS TO BE IRRIGATED BY THE ASPEN VALLEY HOSPITAL IRRIGATION
SYSTEM. EXISTING HEADS TO BE ADJUSTED IN FIELD TO ACCOMMODATE
REDUCTION OF LANDSCAPE AREA.
POINT OF CONNECTION #1 - 3/4"
PEAK FLOW REQUIREMENT: 6 GPM. REQUIRED STATIC PRESSURE: 65 PSI
TIE ONTO 3/4'' COPPER STUB-OUT DOWNSTREAM OF WATER METER
FROM BUILDING AT 54'' DEPTH IN THIS APPROXIMATE LOCATION, BY
OTHERS RE-PLUMBING PLAN. INSTALL ONE 3/4'' METER PER ASPEN CITY
OR COUNTY SPECIFICATIONS AND STANDARDS. 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 PRESSURE REDUCING
VALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE
FLOW SENSOR, ONE MASTER VALVE, ONE QUICK COUPLING VALVE, ONE
GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE89
SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT
LOCATED IN ASSOCIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO
ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE
MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED
CONTROLLER. WORK SHALL CONFORM TO LOCAL CODE. FEES AND
PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR
BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
IRRIGATION SYSTEM TO BE METERED INDEPENDENTLY
(PER COA REQUIREMENTS)
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
BP REV 01 8/31/2018
FINISH GRADE
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
PRESSURE MAINLINE
3 4" CRUSHED GRAVEL SUMP - 2 C.F.
ELECTRIC MASTER CONTROL
VALVE
MASTER VALVE 624V - Small - Typical
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES,
ELLS, ETC, SHALL BE INSTALLED WITHIN "METER
RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE
AND "METER RUN" PIPING SHALL BE EQUAL. NO
REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE
INSTALLED WITHIN FLOW SENSOR TEE.
DATA CABLE SPLICE CONSISTING OF
WIRE NUTS AND PREFORMED SUPER
SERVISEAL SPLICE KIT.
FINISH GRADE
RECTANGULAR VALVE BOX WITH EXTENSIONS
AS REQUIRED. BRAND "FS" INTO VALVE BOX
LID. REFER TO TECHNICAL TO TECHNICAL
SPECIFICATIONS SPECIFICATIONS. VALVE BOX
SHALL NOT REST DIRECTLY ON FLOW SENSOR
CABLE.
TEE STYLE FLOW SENSOR. REFER
TO PLAN & SCHEDULE FOR SIZING,
MANUFACTURER, & MODEL.
DATA CABLE TO CONTROLLER SENSOR
INPUTS PER MANUFACTURER
RECOMMENDATION. PROVIDE ADDITIONAL
CABLE WITHIN BOX TO ALLOW REMOVAL
OF SENSING UNIT FROM BOX FOR
MAINTENANCE PURPOSES.
3/4" GRAVEL SUMP - 2 CU. FT.
PVC PRESSURE MAINLINE - REFER
TO PLAN FOR DIAMETER.
FLOW
10x PIPE DIA.5x PIPE DIA.
METER RUN
FLOW SENSOR 5VIA DATA CABLE - TEE STYLE
FINISH GRADE
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC FITTINGS AND ALL NIPPLES
3 4" CRUSHED GRAVEL SUMP 1 CU. FT.
2" VALVE MARKER
10" ROUND VALVE BOX - BRAND THE
LETTER "D' IN LID. REFER TO
TECHNICAL SPECIFICATIONS.
2" CL 160 PVC ACCESS SLEEVE -
LENGTH AS REQUIRED
3 4" FxF SCH. 80 PVC 90 ELL (2)
3 4"xCL PVC NIPPLE SCH. 80 (2)
3 4"x6" SCH. 80 GALVANIZED STEEL NIPPLE
3 4" BRASS GLOBE VALVE
3 4" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3 4"x4" PVC NIPPLE SCH. 80
3 4" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE
MANUAL DRAIN VALVE 10
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
ELECTRIC CONTROLLER
PVC CONDUIT W/ SWEEP ELL (TYP. UNDERGROUND
LOCATIONS) - 2 EACH LOCATION - ONE 2" PVC SCH
40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V
VALVE CONTROL WIRING AND ONE 3 4" PVC CONDUIT
FOR 120V POWER SUPPLY IN DIRECT BURIAL
CONDUIT AS PER CITY CODE.
FINISH GRADE
EMT MALE ADAPTER & PVC FEMALE ADAPTER
SECURE CONDUIT TO WALL 18" O.C.
EMT CONDUIT - SIZE TO ACCOMMODATE
CONTROL WIRE QUANTITY
EMT MALE ADAPTER W/ WASHER & LOCK RING
ELECTRIC CONTROLLER
SECURE CONTROLLER TO
WALL WITH ANCHOR BOLTS
18''
54" MIN.
60" MAX.
EXTERIOR WALL MOUNT 3
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 4EAVE MOUNTED - Wireless
CL
EQ EQ
6"6"
Y
CL
1"5"
EQ
6"
Y
EQ
6"
CL
Z
X
GUARDSHACK ENCLOSURE
CONCRETE PAD
BFP MODEL/SIZE ENCLOSURE MODEL X Y Z
FEBCO 825YA 3/4" & 1"GS-.5 10"24"18"
FEBCO 825YA 112" & 2"GS-1 10"34"24"
NOTES:
·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE
1" LARGER THAN RISER DIAMETER.
·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH
GRADE.
·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.
·PROVIDE ENCLOSURE IN BLACK OR STAINLESS. UNLESS
OTHERWISE NOTED (SEE SCHEDULE).
TOP VIEW
SIDE VIEW
IRRIGATION
DETAILS
PARKING LOT
IR-2.1
B
A
ROUGH GRADE
C
NOTE:
·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN.
·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE
SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT
STACK SLEEVES VERTICALLY.
·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A
"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.
PAVED SURFACE
CURB AND GUTTER
(IF APPLICABLE)
2" PVC PIPE SLEEVE MARKER -
INSTALL AT BOTH ENDS OF EACH
SLEEVE LOCATION AND EXTEND AT
LEAST 3' ABOVE GRADE. SPRAY
EXPOSED PORTION OF MARKER WITH
GREEN FLUORESCENT PAINT.
SEAL ENDS OF SLEEVE WITH
CLOTH DUCT TAPE (TYPICAL)
PVC SLEEVING (TYPICAL)
IRRIGATION SLEEVING
24" MIN.
12" MIN.
36" MIN.
7
FINISH GRADE
2"
3"
10" ROUND VALVE BOX. BRAND "GV"
ON LID OF VALVE BOX. REFER TO
TECHNICAL SPECIFICATIONS.
GATE VALVE W/ CROSS HANDLE AND
SOLID WEDGE DISC.
3 4" CRUSHED GRAVEL SUMP - FILL
BOX TO WITHIN 2" OF TOP OF 6"
PVC ACCESS SLEEVE∅
6" CLASS 160 PVC SLEEVE BOTTOM TO
BE NOTCHED AND CONTACT TOP OF
PRESSURE MAINLINE
PVC PRESSURE MAINLINE
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TO EQUAL GATE VALVE DIAMETER
UNDISTURBED SOIL
GATE VALVE 9
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.
824"TYPICAL
TRENCH
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
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.
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
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 11WITH OPERATIONAL INDICATOR
2GUARDSHACK - 3/4" - 2" SYSTEMS
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
BP REV 01 8/31/2018
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
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
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
DRIP VALVE 1324V - POLY LATERAL
IRRIGATION
DETAILS
PARKING LOT
IR-3.1
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
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.
FINISH GRADE
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.
4'' MIN.
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
PVC UNION - LINE SIZE
PRESSURE REGULATING
DEVICE
JUMBO VALVE BOX. BRAND LID
WITH CONTROLLER & STATION #.
REFER TO TECHNICAL
SPECIFICATIONS.
PVC BALL VALVE
ELECTRIC CONTROL VALVE
3 4" CRUSHED GRAVEL SUMP - 2 CU. FT.
SCH. 80 PVC NIPPLE -
LENGTH AS REQUIRED
SERVICE TEE - SOLVENT WELD OR
GASKETED FITTING - REFER TO
SPECIFICATIONS
CONTROL WIRE BUNDLE
PROVIDE 12" DIA. CONTINUOUS LOOP
OF SPARE CONTROL/COMMON WIRING
- BURY WITHIN GRAVEL SUMP AS NOT
TO BE VISIBLE
1" DISC FILTER
SUBSURFACE DRIP CONTROL VALVE 1624V - PVC
LF
SUBSURFACE DRIP 14IRREGULAR AREAS
LINE FLUSHING VALVE AND
OPERATIONAL INDICATOR - REFER
TO DETAIL TOCR IR-32.
AREA PERIMETER
DRIPLINE LATERAL TUBING
DRIPLINE START CONNECTION
MALE ADAPTER
EXHAUST HEADER
DRIPLINE TEE
REMOTE CONTROL
VALVE WITH DISC
FILTER AND PRV
DRIPLINE TUBING SHALL BE
INSTALLED WITH EMITTERS IN A
TRIANGULAR PATTERN BETWEEN
ROWS
SPEARS CHECK VALVE AND
3/4" RISER IN 6" VALVE BOX.
CONNECT TO TECHLINE GRID
USING 3/4" FIPT x INS x INS TEE
SUBSURFACE DRIP - TURF 15HORIZONTAL VIEW
4'' TO 6''
LINE DEPTH
EQUALEQUAL
SUB GRADE
LINE SPACING
PER SCHEDULE
FINISH GRADE
AMENDED SOIL
GRASSPAVE, GRASSCRETE
OR SIMILAR
4'' TO 6''
LINE DEPTH
EQUALEQUAL
SUB GRADE
LINE SPACING
PER SCHEDULE
FINISH GRADE
AMENDED SOIL
DRIP LINE BELOW GRADE IN
TURF AREAS