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2150 Analysis Drive, Ste. B
Bozeman, MT 59718
Phone: (406) 585-0590
Fax: (406) 582-1057
info@bridgerengineers.com
BRIDGER ENGINEERS, INC.
CIVIL and STRUCTURAL
ENGINEERING
PROJECT MANAGEMENTBEI
714 E. MENDENHALL STREET, BOZEMAN, MT
P:\Projects\Pearson Design Group\BG Mill Property\CAD\BG MILL SITE - BEI.dwg
BG MILL
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2150 Analysis Drive, Ste. B
Bozeman, MT 59718
Phone: (406) 585-0590
Fax: (406) 582-1057
info@bridgerengineers.com
BRIDGER ENGINEERS, INC.
CIVIL and STRUCTURAL
ENGINEERING
PROJECT MANAGEMENTBEI
714 E. MENDENHALL STREET, BOZEMAN, MT
P:\Projects\Pearson Design Group\BG Mill Property\CAD\BG MILL SITE - BEI.dwg
BG MILL
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TRITON™ | 7 BIKES
2-3/8" O.D.
STEEL TUBING
3/4" O.D.
STEEL ROD
37-3/4"±1/4"
9"
47-5/8"±1/4"
20-3/32"
33-7/8"±1/4"
24-3/4"
NOTE:
ANCHOR BIKE RACK IN CONCRETE PER MANUFACTURER'S INSTRUCTION.
x FG 84.13
x FG 86.0
x FG 84.28
x FG 85.90
x FG 84.87
x FG 85.34
x FG 84.78
x FG 84.22
x FG 85.90
x FG 84.13
12.5' @ 1:12
7.5' @ 1:12
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5.7' @ 1.7%
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x FG 85.35
x FG 84.80
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x FG 84.25
x FG 84.22
x FG 85.90
x FG 84.33
7%
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x FG 85.95x FG 85.05
x FG 85.1
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x FG 85.1
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ISSUE DATE
REVISION SCHEDULE
NUMBER DATE
SHEET NUMBER
WARNING
IF THIS BAR DOES NOT MEASURE 1"
THEN DRAWING IS NOT TO SCALE
0 1/2"1"
DRAWN BY:
DESIGNED BY:
CHECKED BY:
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04.05.2017
1
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01.15.2018
06.08.2018
C2.0
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2150 Analysis Drive, Ste. B
Bozeman, MT 59718
Phone: (406) 585-0590
Fax: (406) 582-1057
info@bridgerengineers.com
BRIDGER ENGINEERS, INC.
CIVIL and STRUCTURAL
ENGINEERING
PROJECT MANAGEMENTBEI
714 E. MENDENHALL STREET, BOZEMAN, MT
P:\Projects\Pearson Design Group\BG Mill Property\CAD\BG MILL - CIVIL DETAILS.dwg
BG MILL
M
D
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D
SITE DETAILS
0
4
.
0
5
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2
0
1
7
1
2
0
1
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1
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1
NOTE:BLENDED TRANSITION RAMP STANDARDS TO BE USEDWHEN FIELD FORMING THE PEDESTRIAN RAMPS AT THERAILROAD CROSSING. SIMILAR RAMP CONSTRUCTION ASACROSS RIGHT-OF-WAY TO BE UTILIZED.
STORMTECH ENDCAP,
TYP. OF 2
WRAP WITH GEOTEX
601 NON-WOVEN FABRIC
OR EQUIVALENT
CONNECT
CHAMBERS,
TYP.
CHAMBER 1 CHAMBER 3
18" ADS N-12 CORRUGATED
PIPE, BOTTOM OF PIPE
FLUSH WITH BOTTOM OF
CHAMBER
SOLID TRAFFIC
RATED LID
90.7" ACTUAL LENGTH
85.4" INSTALLED
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) -
CHAMBER STORAGE -
MINIMUM INSTALLED STORAGE -
WEIGHT -
30.0"
51.0" x 30.0" x 85.4"
45.9 CUBIC FEET
74.9 CUBIC FEET
74 LBS.51"
A
B
A
C
MATERIAL LOCATION DESCRIPTION
C FILL MATERIAL FOR 6" TO 18"
ELEVATION ABOVE CHAMBERS
(24" FOR UNPAVED INSTALLATIONS)
EMBEDMENT STONE SURROUNDING
AND TO A 6" ELEVATION ABOVE
CHAMBERS
B
GRANULAR WELL-GRADED
SOIL/AGGREGATE MIXTURES,
<35% FINES.
CLEAN ANGULAR STONE WITH THE
MAJORITY OF PARTICLES BETWEEN
¾ - 2 INCH
FOUNDATION STONE BELOW
CHAMBERS
A CLEAN ANGULAR STONE WITH THE
MAJORITY OF PARTICLES BETWEEN
¾ - 2 INCH
AASHTO M43
DESIGNATION
3, 357, 4, 467,
5, 56, 57, 6,
67, 68, 7, 78,
8, 89, 9, 10
3, 357, 4, 467, 5,
56, 57
3, 357, 4, 467,
5, 56, 57
N/A
N/A
A-1
A-2
A-3
AASHTO M145
DESIGNATION
COMPACTION/DENSITY
REQUIREMENT
COMPACT IN 6" LIFTS TO A MINIMUM 95%
STANDARD PROCTOR DENSITY. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS.
DYNAMIC FORCE NOT TO EXCEED 20,000 LBS.
NO COMPACTION REQUIRED
PLATE COMPACT OR ROLL TO ACHIEVE A
95% STANDARD PROCTOR DENSITY
ACCEPTABLE FILL MATERIALS
STORMTECH SC-740 CHAMBER SYSTEMS
NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR.
INSTALL 3 ROWS OF 3 CHAMBERS (9 CHAMBERS TOTAL)
36" I.D. STANDARD STRAIGHT
MANHOLE PER COB STD DTL 02720-4
18" ADS N-12 CORRUGATED PIPE,
BOTTOM OF PIPE FLUSH w/
BOTTOM OF CHAMBER
GEOTEX 601 NON-WOVEN FABRIC
ALL AROUND ANGULAR STONE
ISOLATOR
ROW
GEOTEX 601 NON-WOVEN FABRIC ALL
AROUND ISOLATOR ROW BETWEEN
CHAMBER & ANGULAR STONE
3 ROWS OF (3) SC-740 CHAMBERS
(9 CHAMBERS TOTAL)
MIN.
6"
12"
30"
12" MIN.
TYP.51"
11'
18" Ø ISOLATOR ROW INLET
NON-ISOLATION ROW
COVER ENTIRE ISOLATOR ROW
WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
TWO LAYERS OF ADS GEOSYNTHETICS
315WTK WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS
FABRIC WITHOUT SEAMS AT BOTTOM
OF CHAMBER
6"
DTL 4/C2.2
± 30"
WELL DRAINING GRAVEL AS REQUIRED
TO REACH NATIVE GRAVEL BELOW
± 30"
4"
PERVIOUS PAVERS
MIRAGRID 5XT GEOGRID
4" OF COMPACTED BEDDING
STONE 3
4" TO 1", CLEAN,
ANGULAR, NO FINES
COMPACTED
WELL-DRAINING GRAVEL
NATIVE SUBGRADE
12" SUMP
ELEV. 4786.00'
8.0'
(96")
36" I.D CONCRETE STANDARD
STRAIGHT MANHOLE PER COB
STD DTL 02720-4
6" PRECAST BASE
DTL 3/C2.2
18"Ø ISOLATOR ROW OUTLET
4.0'
(48")
EL. 4778.0'
12"
4"Ø HDPE
INV. IN
EL. 4780.5'
6"
INV. OUT
EL. 4779.5'
±10"
PAVEDRAIN
PERVIOUS PAVERS
MIRAGRID 5XT GEOGRID
COMPACTED BEDDING
STONE 3
4" TO 1", CLEAN,
ANGULAR, NO FINES
COMPACTED STONE 2" TO 3",
CLEAN, ANGULAR, NO FINES
20"
4"
5.65"
VARIES
(12" TYP.)
CONCRETE
BORDER
MIRIFI 580iRS GEOFABRIC
1%
NATIVE
SUBGRADE
NOTE:
INSTALL PAVEDRAIN PERVIOUS PAVERS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
4' BOULEVARD
2%
CONCRETE
SIDEWALK
PER CITY
STANDARDS
PAVEDRAIN
PERVIOUS PAVERS,
INSTALL PER MANUF.
RECOMMENDATIONS
6" OF COMPACTED
BEDDING STONE 3
4" TO
1", CLEAN, ANGULAR,
NO FINES
MIRIFI 580iRS GEOFABRIC
INTEGRAL CURB
& GUTTER PER
CITY STANDARDS
ISSUE DATE
REVISION SCHEDULE
NUMBER DATE
SHEET NUMBER
WARNING
IF THIS BAR DOES NOT MEASURE 1"
THEN DRAWING IS NOT TO SCALE
0 1/2"1"
DRAWN BY:
DESIGNED BY:
CHECKED BY:
21
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04.05.2017
1
2
3
06.08.2018
08.08.2018
09.06.2018
C2.2
40'-6"
236'-8"
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4'-5' GRANITE SLAB
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SYMB.
BOTANICAL NAME
SIZE TYPE SPACING #COMMON NAME
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HONEYLOCUST***2.5" CAL B & B PER PLAN 7
PRUNUS MACKII ***
AMUR CHERRY - MULTI STEM 2.5" CAL B & B PER PLAN 2
MATURE
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AMUR MAPLE 2.5" CAL B & B PER PLAN 3 40'
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7 GAL POT PER PLAN 20 12"-15"2'-3'
PRUNUS BESSEYI 'PAWNEE BUTTES' ***
PAWNEE BUTTES SANDCHERRY
5 GAL POT PER PLAN 13 16"-18"3'-6'
ORNAMENTAL GRASSES AND PERENNIALS
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4"-1 GAL POT PER PLAN 300
approx
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DWARF BURNING BUSH
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PRAIRIE JUNEGRASS
1 GAL POT PER PLAN 12"-20"10"-18"
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FOAMFLOWER
1 GAL POT PER PLAN 8"-14"12"-14"
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JAPANESE PAINTED FERN
1 GAL POT PER PLAN 11 12"-18"14"-16"
28
72
1050 20
N
1
L102 1"=10'-0"
Site Plan East
Site Plan
East
L 102
design5la.com
406.587.4873
date issue
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COB Submittal04/12/17
COB Submittal05/24/17
COB Submittal/REV 301/08/18
COB Submittal/REV 406/03/18
COB Submittal/REV 508/08/18
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6 743NOTE: PEDESTALS TO BE ARCHITREX SOLID RUBBER SUPPORT PADS FORELEVATIONS LESS THAN 1-1/2" OR ARCHITREX NM SERIES ETERNO 'MAXI'ADJUSTABLE HEIGHT PEDESTALS FOR ELEVATIONS GREATER THAN 1-1/2".SYMB.DESCRIPTIONPRODUCT SITE AMENITY SCHEDULE: ROOF DECKROOF DECKPORCELAIN PAVERS ARCHITREX - KRONOSCENERE 24X24 - SEE NOTE FORPEDESTAL INFORMATIONNOTE:ALL AMENITIES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.ALL SUBSITUTIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. ALLSPECIFICATIONS ARE SUBJECT TO CHANGE.LANDCAPE FORMS - VERONACHAIR GRIDW/ ARMRESTS. BLACK POWDERCOAT (12)ROOF DECKPORCELAINPAVERSARCHITREX - KRONOS WOODSIDE KAURI 24 x 24WOOD GRAIN TO RUN PARALLEL,NOT BASKETWEAVE ARCHITREX INC.1185 N. 14TH AVE, Suite 3Bozeman MT 59715406-404-7165ARCHITREX INC.1185 N. 14TH AVE, Suite 3Bozeman MT 59715406-404-7165 INTERMOUNTAINROOFSCAPE SUPPLYLIVE ROOF SYSTEM MIX OF SEDUM PLUGS ANDORNAMENTAL GRASSES.APPROX 3,025 SF OF PLANTEDTRAYS TABLE ANDCHAIRSLANDSCAPE FORMSCONTACT: TIM GISH503-381-4964TIM@LANDSCAPEFORMS.COMLANDSCAPE FORMS - PARKCENTRE TABLE. 28" STAINLESSSTEEL, SQUARE,NO UMBRELLA HOLE (3)INTERMOUNTAIN ROOFSCAPES56 Gornick LaneWhitehall, MT406-287-2268 CONTACTTOT
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BG Mill
Bozeman, Montana
KHM TMS
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1
L501 3/8"=1'
Coniferous Ball and Burlap Planting
PRUNE TREE TO REMOVE
DEAD OR DAMAGED LIMBS AND
BRANCHES
TREE STAKES AND TIES
AS SHOWN. STAKES SHALL
BE DRIVEN INTO EXISTING,
UNDISTURBED SOIL AND
SHALL NOT PENETRATE THE
ROOT BALL. STAKES TO BE
REMOVED AFTER TWO YEARS.
FINISHED ELEVATION OF TREE
CROWN TO BE MIN 3" AND
MAX 6" ABOVE FINISHED GRADE
CIRCULAR SWALE TO RING TREE,
3' DIAMETER WITH 3" HIGH
MOUNDED RING OF SOIL
BURLAP TO BE REMOVED
FROM TOP 1
3 OF ROOT BALL.
REMOVE WIRE CAGE FOLLOWING
PLANTING.
1
3 NATIVE SOIL WITH 1
3 SANDY LOAM
AND 1
3 DEBRIS FREE TOPSOIL.
EXCAVATE HOLE AS SHOWN,
3X DIAMETER OF ROOT BALL
5
L501 3/4"=1'
Shrub Planting Detail
PRUNE SHRUB TO REMOVE
DEAD OR DAMAGED LEAVES
AND BRANCHES
ELEVATION OF SHRUB
CROWN TO BE 3" ABOVE
FINISHED GRADE ELEVATION
CIRCULAR SWALE TO RING
SHRUB, 2' DIAMETER WITH 3"
HIGH MOUNDED RING OF SOIL
ALL CONTAINMENT MATERIALS
AROUND ROOTS TO BE REMOVED
PRIOR TO INSTALLATION
1
3 NATIVE SOIL WITH 1
3 SANDY
LOAM AND 1
3 DEBRIS FREE
TOPSOIL.
EXCAVATE HOLE AS SHOWN,
3X DIAMETER OF ROOT BALL
2
L501 3/8"=1'
Ball and Burlap Deciduous Tree Planting Detail
PRUNE TREE TO REMOVE
DEAD OR DAMAGED LIMBS AND
BRANCHES
TREE STAKES AND TIES
AS SHOWN. STAKES SHALL
BE DRIVEN INTO EXISTING,
UNDISTURBED SOIL AND
SHALL NOT PENETRATE THE
ROOT BALL. STAKES TO BE
REMOVED AFTER TWO YEARS.
FINISHED ELEVATION OF TREE
CROWN TO BE MIN 3" AND
MAX 6" ABOVE FINISHED GRADE
CIRCULAR SWALE TO RING TREE,
4' DIAMETER WITH 3" HIGH
MOUNDED RING OF SOIL
BURLAP TO BE REMOVED
FROM TOP 1
3 OF ROOT BALL.
REMOVE WIRE CAGE FOLLOWING
PLANTING.
1
3 NATIVE SOIL WITH 1
3 SANDY LOAM
AND 1
3 DEBRIS FREE TOPSOIL.
EXCAVATE HOLE AS SHOWN,
3X DIAMETER OF ROOT BALL
6
L501 1/2"=1'
Perennial Planting Detail
X
X
X
Y
BED EDGING ANDMULCH AS SPECIFIED
TILL NATIVE SOIL TO 12" DEPTH, ADDING ORGANIC SOILAMENDMENT SO AS TO REACH MIN. 15% ORGANIC
CONTENT IN SOIL.
X = PLANT SPACING. REFER TO PLANT LEGEND FORSPACING
Y = SPACING BETWEEN ROWS. 86% OF X
O = PLANT LOCATION
TRIANGULAR SPACING
3
L501 3/8"=1'
Coniferous Ball and Burlap Planting - On Slope
EXCAVATE AS SHOWN,
3X DIAMETER OF ROOT BALL
PRUNE TREE TO REMOVE
DEAD OR DAMAGED LIMBS AND
BRANCHES
TREE STAKES AND TIES
AS SHOWN. STAKES SHALL
BE DRIVEN INTO EXISTING,
UNDISTURBED SOIL AND
SHALL NOT PENETRATE THE
ROOT BALL. STAKES TO BE
REMOVED AFTER TWO YEARS.
FINISHED ELEVATION OF TREE
CROWN TO BE MIN 3" AND
MAX 6" ABOVE FINISHED GRADE
CIRCULAR SWALE TO RING TREE,
3' DIAMETER WITH 3" HIGH
MOUNDED RING OF SOIL
BURLAP TO BE REMOVED
FROM TOP 1
3 OF ROOT BALL.
REMOVE WIRE CAGE
FOLLOWING PLANTING.
1
3 NATIVE SOIL WITH 1
3 SANDY
LOAM AND 1
3 DEBRIS FREE
TOPSOIL.
AMENDED SOIL,
MOUND TO
ELEVATION OF
CROWN
ORIGINAL
GRADE
4
L501 3/8"=1'
Ball and Burlap Deciduous Tree Planting Detail - On Slope
EXCAVATE AS SHOWN,
3X DIAMETER OF ROOT BALL
PRUNE TREE TO REMOVE
DEAD OR DAMAGED LIMBS AND
BRANCHES
TREE STAKES AND TIES
AS SHOWN. STAKES SHALL
BE DRIVEN INTO EXISTING,
UNDISTURBED SOIL AND
SHALL NOT PENETRATE THE
ROOT BALL. STAKES TO BE
REMOVED AFTER TWO YEARS.
FINISHED ELEVATION OF TREE
CROWN TO BE MIN 3" AND
MAX 6" ABOVE FINISHED GRADE
CIRCULAR SWALE TO RING TREE,
3' DIAMETER WITH 3" HIGH
MOUNDED RING OF SOIL
BURLAP TO BE REMOVED
FROM TOP 1
3 OF ROOT BALL.
REMOVE WIRE CAGE FOLLOWING
PLANTING.
1
3 NATIVE SOIL WITH 1
3 SANDY LOAM
AND 1
3 DEBRIS FREE TOPSOIL.
AMENDED SOIL,
MOUND TO
ELEVATION OF
CROWN
ORIGINAL
GRADE
8
L501 1"=1'
Steel Edging along Natural and Turf Plantings
12"REVEAL
14" X4" NATURAL STEEL
EDGING TAC WELDED TO #4 REBAR
DRIVEN MIN. 18"
UNDISTURBED NATIVE
SOIL
PREPARED SUBGRADE. REMOVE
ALL STONES OR OTHER DEBRIS
GREATER THAN 1" DIA. AND TILL
EXISTING SOIL MIN. 4" BEFORE
ADDING TOPSOIL OR
AMENDMENTS.
FINISHED GRADE
3" MIN. TOPSOIL. SEE NOTE
NOTE:
1.CONTRACTOR SHALL PROVIDE A 3" MINIMUM COMPACTED, DEPTH OF
TOPSOIL ON ALL LAWN AREAS. TOPSOIL SHALL BE DRUM ROLLED OR
TRACK-PACKED AND GRADED SMOOTHLY AND EVENLY.
NATIVE SEED PER PLAN
SOD PER PLAN
7
L501 1/2"=1'
Ornamental Grass Planting Detail
TRIANGULAR SPACING
= PLANT LOCATION
X
X
X
Y
Y = SPACING BETWEEN ROWS, 86% OF X.
X = PLANT SPACING. REFER TO PLANT
LEGEND FOR SPACING REQUIREMENTS.
TILL NATIVE SOIL TO 12" DEPTH. ADD ORGANIC
MATERIAL AS NECESSARY TO ACHIEVE 15% ORGANIC
CONTENT IN SOIL.
BED EDGING AND MULCH
AS SPECIFIED
10
L501 3/4"=1'
Sod Planting at Pavement Edge
PAVEMENT EDGE - SEE PLANS
AND PAVING DETAILS FOR
ADDITIONAL INFORMATION.
SEE ALSO EDGING DETAILS AS
APPLICABLE.
3
4" MINUS WASHED AGGREGATE
BASE MATERIAL UNLESS
OTHERWISE NOTED. SEE
PAVING DETAILS FOR BASE
MATERIAL DEPTH
PREPARED SUBGRADE. REMOVE
ALL STONES OR OTHER DEBRIS
GREATER THAN 1" DIA. AND TILL
EXISTING SOIL MIN. 4" BEFORE
ADDING TOPSOIL OR
AMENDMENTS.
1"REVEAL - SEE NOTE 2
NOTE:
1.SLOPE PLANTED AREAS AWAY FROM PAVED AREAS
2.FINISH GRADES AT PAVEMENT EDGES MUST BE AT A LEVEL SUCH THAT
THE ESTABLISHED TURF SURFACE WILL BE ONE (1) INCH BELOW TOP OF
PAVEMENT FOR A MINIMUM DISTANCE OF SIX (6) FEET FROM THE EDGE.
3.CONTRACTOR SHALL PROVIDE A 3" MINIMUM COMPACTED, DEPTH OF
TOPSOIL ON ALL LAWN AREAS. TOPSOIL SHALL BE DRUM ROLLED OR
TRACK-PACKED AND GRADED SMOOTHLY AND EVENLY.
3" MIN. TOPSOIL. SEE NOTE 3SLOPE
SOD PER PLAN
9
L501 1"=1'
Boulder Detail
BOULDER PER PLAN
FINISHED GRADE
COMPACT AGGREGATE
BASE, 3" DEPTH
NATIVE SOIL
1/2 TO 1/3 OF BOULDER TO BE
BURIED BELOW FINISH GRADE.
11
L501 NTS
Concept - Bldg Facade Art/Sculpture
Landscape
Details
L 501
design5la.com
406.587.4873
date issue
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COB Submittal04/12/17
COB Submittal05/24/17
COB Submittal/REV 301/08/18
COB Submittal/REV 406/03/18
COB Submittal/REV 508/08/18
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5IRRIGATION NOTES AND SPECIFICATIONS1.THE IRRIGATION SYSTEM WILL BE CONNECTED TO THE CITY OF BOZEMAN WATER SERVICE.2.ALL VALVE BOXES TO BE STANDARD SIZE OR LARGER.3.IRRIGATION MAIN LINE TO BE 1.5" SCH 40 PVC PIPE OR 150 PSI POLY PIPE.4.ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS EVENLY DISTRIBUTED AROUND BASEOF TREE WITH THREE (3) EVENLY SPACED .25 GPM BUBBLER EMITTERS.5.TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIP IRRIGATION ADJUSTED PERINDIVIDUAL PLANT REQUIREMENTS.6.ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERS EVENLYDISTRIBUTED AROUND BASE, WITH TWO (2) EVENLY SPACED .25 GPM EMITTERS.7.ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIP TUBING W/EMITTERS ADJUSTED PER INDIVIDUAL PLANT REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH HUNTER MP ROTATOR NOZZLES OR APPROVEDEQUAL (MSMT NOZZLE WITH A PRECIPITATION RATE OF 0.8"/HOUR OR LESS).9.ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE.10.SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR.11.BACKFLOW PREVENTER AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN MECH. ROOM ORAPPROVED EXTERNAL GRADE BOX, AND IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTORTO COORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES, WITH ARCHITECTURE. ANDWITH ALL OTHER TRADES.12.POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICALENGINEERING AND ELECTRICAL CONTRACTOR BY LANDSCAPE CONTRACTOR.13.DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS OR GRADE CHANGES AREPRESENT.14.ALL INFORMATION TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.15.CONTRACTORS RESPONSIBILITY TO CONFIRM WATER SOURCE, VERIFY WATER PRESSURE, ANDGPM AVAILABLE. LANDSCAPE ARCHITECT TO BE NOTIFIED OF ANY DISCREPANCIES BETWEENSTATED WATER PRESSURE AND GPM AND ACTUAL.16.THE CONTRACTOR SHALL MAINTAIN AN ACCURATE & CURRENT 'AS-BUILT' IRRIGATION PLAN ON SITEAT ALL TIMES.
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drawn by:checked by:filename:z:\bg mill\autocad\01_sheets\l701_bg mill_irrigation.dwg
BG Mill
Bozeman, Montana
KHM TMS
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1L7001"=20'-0"Site Irrigation
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*NOTE:GREEN ROOF INSTALLATION, DESIGN, AND IRRIGATION TO BE VERIFIED AND COORDINATED WITH LANDSCAPE CONTRACTO
R
,
ARCHITECT, AND GREEN ROOF MANUFACTURER. RECOMMEND HUNTER PROS-04 PRS30 AND pRS40 SPRAY BODIES WITHADJUSTABLE SPRAY NOZZLES FOR GREEN ROOF AREA.
1
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drawn by:checked by:filename:z:\bg mill\autocad\01_sheets\l103_bg mill_roof deck.dwg
BG Mill
Bozeman, Montana
KHM TMS
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RAINBIRD SJ127575 PRE-FAB SWING JOINT OR EQUIVALENT
LATERAL PIPE
LATERAL TEE OR ELL
FINISH GRADEMODEL I20-04 ROTOR HEAD OR
EQUIVALENTT CHRISTY ID. TAG
MODEL PROS-04 OR EQUIVALENT
LATERAL PIPE
FINISH GRADE
LATERAL TEE OR ELL
SWING JOINT:
RAINBIRD SA125050 OR EQUIVALENT
REMOTE CONTROL VALVE
SCH 80 PVC SOLVENT WELDED UNIONS
SDR 21 PVC LATERAL PIPE
NIBCO T-113 BRONZE GATE VALVE OR
EQUIVALENT
SCH 40 MALE ADAPTOR
FINISH GRADE
10" VALVE BOX W/LOCKING LID
SCH 40 PVC MAIN LINE
18"
12"18"12"18"
18"
INTERIOR OR
EXTERIOR WALL
15 1/2"
CONTROLLER MODEL PER PLAN
MINIMUM CLEARANCE
FOR DOOR OPENING
CONTROL WIRE CONDUIT,
UP TO 2 1/2" SIZE.
3/4" POWER SUPPLY CONDUIT
J-BOX INSIDE CONTROLLER
CONNECT PER LOCAL CODE
ADDITIONAL CONTROL WIRE
CONDUIT, UP TO 2" SIZE.
SUPPLEMENTAL GROUND WIRE
INSTALL PER ASIC GUIDELINES
SUPER JUMBO VALVE BOX
FINISH GRADE -SEE NOTE
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
BRICK SUPPORTS (7)
SCH 80 T.O.E. NIPPLE
MAIN LINE PIPE & FITTINGS
3/4" MINUS WASHED GRAVEL
DRIP ZONE KIT
LATERAL PIPE AND FITTINGS
PVC SLIP UNIONS (2)
NOTE:
FOR MOST ACCURATE TEMPERATURE SENSING, ROTATE THE
MWS SO THAT THE THERMOSTAT PORTION POINTS SOUTH.
THE MWS IS DESIGNED TO MOUNT ON A POST OF 2" PIPE,
ANY COMBINATION OF PIPE AND FITTINGS MAY BE USED.
2" PIPE
MOUNT TO POST OR WALL
WITH CONDUIT CLAMPS
MODEL MWS-FR OR SIMILAR
OPTIMUM MOUNTING
HEIGHT 6' ABOVE GRADE
RUN LEAD WIRES
TO CONTROLLER
1
L701 NTS
Irrigation Controller Detail
9
L701 NTS
Irrigation Control Valve - TURF
VALVE BOX WITH LOCKING LID
FINISH GRADE - SEE NOTE
WATERPROOF CONNECTIONS (2)
18-24" COILED WIRE
SCH. 80 TOE NIPPLE
SCH. 40 FITTINGS
BRICK SUPPORTS (4)
3
4" MINUS WASHED GRAVEL
10
L701 NTS
Irrigation Control Valve - DRIP
3
L701 NTS
Mini Weather Station - Hunter or Equivalent
11
L701 NTS
Hunter Pro Spray or Equivalent 12
L701 NTS
Rotor Detail
4
L702 NTS
Quick Coupler
8
L701 NTS
Isolation Valve
2
L701 NTS
Backflow Preventer
5
L701 NTS
Trenching Details
FINISH GRADE
LATERAL
LATERAL
MAIN LINE
BEDDING
LOW VOLTAGE WIRE
LOW VOLTAGE WIRE
SECTIONS
PLANS
SNAKE ALL
LATERAL PIPE
IN TRENCH
TAPE AND BUNDLE ALL WIRING AT 10'
INTERVALS. USE 6" WIDE MARKING TAPE 6"
ABOVE ALL DIRECT BURIAL WIRING. ALL
SPLICES SHALL BE MADE IN VALVE BOXES
AND LOCATED ON AS-BUILT PLANS.
ALL 120V. WIRING SHALL BE IN CONDUIT WITH
MARKER TAPE AS ABOVE. ALL WIRING UNDER
PAVEMENT AND THROUGH SLEEVES SHALL BE
IN CONDUIT.
TIE A LOOSE 20" LOOP IN WIRING AT ALL
CHANGES IN DIRECTION GREATER THAN 30
DEGREES. UNTIE ALL LOOPS AFTER MAKING
CONNECTIONS
FINISH GRADE
MARKING TAPE
TIES
LOOP
DIRECT BURY
SECTION
CONDUIT
SECTION
DIRECT BURY PLAN CONDUIT PLAN
NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP
OF THE BOX.NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP OF THE
BOX.
NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP OF THE
BOX.
NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP OF THE
BOX.
NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP
OF THE BOX.
NOTE:
FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THE
ESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP
OF THE BOX.
QUICK COUPLING VALVE:
RAINBIRD HQ44-RC OR EQUIVALENT
34" ROUND VALVE BOX WITH
LOCKING LID
3 INCH MINIMUM DEPTH OF
34" WASHED GRAVEL
BRICK (1 OF 2)
PVC SCH. 80 NIPPLE
PVC 1X1 TXT COUPLING LASCO
G132212 SWING JOINT
PVC OR POLY MAINLINE PIPE
PER PLAN
36" #4 REBAR WITH STAINLESS
STEEL GEAR CLAMPS
FINISH GRADE.
EQ.EQ.
7
L701 NTS
Valve Box Layout
IRRIGATION CONTROL VALVE BOX
PROVIDE EQUAL SPACING BETWEEN BOXES
EDGE OF PAVEMENT
ALIGN BOXES PARALLEL TO THE
EDGE OF PAVEMENT
PLACE BOXES A MINIMUM OF ONE
(1) FOOT FROM EDGE OF PAVEMENT
(1)
FINISHED GRADE
NOTES
1.1 12" BACKFLOW ASSEMBLY, PER LOCAL CODES AND ORDINANCES
2.PRESSURE VACUUM BREAKERS MUST BE INSTALLED AT LEAST 12" ABOVE
DOWNSTREAM PIPING
3.ALL NIPPLES AND VALVES TO BE COPPER OR BRASS
MANUAL BRASS SHUTOFF
BALL VALVE
MANUAL BRASS
SHUTOFF
BALL VALVE
WINTERIZATION ASSEMBLY TO BE
INSTALLED AS CLOSE TO BACKFLOW
PREVENTER AS POSSIBLE.
1"x4" CEDAR PANEL BACKFLOW
ENCLOSURE
NOTE:
GROUP SIMILAR BOX TYPES AND SIZES TOGETHER, I.E. PLACE
RECTANGULAR OR ROUND BOXES TOGETHER.
FINISH GRADE
SCH. 40 PVC SLEEVE - 4" MIN. OR 2X THE O.D.
OF THE IRRIGATION PIPING
WRAP 12 GAUGE WIRE AROUND EACH END
OF THE SLEEVE AND EXTEND TO THE
SURFACE
WASHED AND GRADED MORTAR
SAND BACKFILL IN ROCKY SOIL.
PAVEMENT EDGE
6
L701 NTS
Irrigation Sleeve
NOTE:
1.CAP SLEEVES UNTIL USE.
2.4" MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN SLEEVES
IN THE SAME TRENCH.
3.IRRIGATION PIPE AND CONTROL WIRES SHALL BE SLEEVED
SEPARATELY.
4.SOIL AROUND SLEEVE BACKFILLED AND COMPACTED TO THE
SAME DENSITY AS THE SURROUNDING SOIL.
1' MIN.
DEPTH PER TRENCHING DETAIL
Irrigation
Details
L 702
design5la.com
406.587.4873
date issue
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COB Submittal04/05/17
COB Submittal04/12/17
COB Submittal05/24/17
COB Submittal/REV 301/08/18
COB Submittal/REV 406/03/18
COB Submittal/REV 508/08/18
2
L702 NTS
Emitter on Stake
14" TUBING
DRIP EMITTER
TUBING STAKE
AMENDED SOIL
17MM BLANK PLD TUBING
1
4" BARBED CONNECTOR
1
L702 NTS
Drip for Trees and Large Shrubs
GALVANIZED TIE
DOWN STAKE:
PRESSURE
COMPENSATING
EMITTER MODULE
1
4" VINYL
DISTRIBUTION TUBING
DIFFUSER BUG CAP
TREE
XERI-TUBE 700
COMPRESSION
ADAPTER
PVC FITTING AND RISER
PVC LATERAL PIPE
COMPRESSION FLUSH
TREE PLAN
DIFFUSER BUG CAP:
14" TUBING STAKE:
MULCH AS SPECIFIED
WEED CONTROL FABRIC
1
4" VINYL DISTRIBUTION
TUBING
XERI-TUBE 700
SINGLE-OUTLET EMITTER
TREE SECTION
NOTE:
1.DIRECT (2) EMITTERS PER SHRUB AND (3) PER TREE
2.EMITTERS SHOULD BE PLACED INSIDE TREE WELL, HALFWAY
BETWEEN THE BASE OF THE TREE AND EDGE OF ITS CANOPY.
3.RUN XERI-TUBE 700 DISTRIBUTION TUBING NO MORE THAN
250' LENGTH
4.RUN 1
4" VINYL DISTRIBUTION TUBING NO MORE THAN 5'
LENGTH
Irrigation
Details
L 703
design5la.com
406.587.4873
date issue
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COB Submittal04/05/17
COB Submittal04/12/17
COB Submittal05/24/17
COB Submittal/REV 301/08/18
COB Submittal/REV 406/03/18
COB Submittal/REV 508/08/18
VISI
O
N
TRIA
N
G
L
E
15'15'
10
'
V
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N
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L
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VISIO
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TRIA
N
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VI
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15'
15'
10
'
VISION
TRIANGLE
VI
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UG-TELE
UG-TELE
PPPP
LP
PP
LP
20 21
22
23
24
25
27 28
29 30
31
33
34
35
36
37
38
26
32
R2
R1
R1
W1
+96"
W1
+96"
W1
+96"
R1
R1 R1 R1
R1
R1
R1
W1
+96"
W1
+96"
W1
+96"
W1
+96"
102
DRAWN BY: AN
N. BROADWAY AVE., BOZEMAN, MT 59715
WWW.PEARSONDESIGNGROUP.COM
OFFICE: 406.587.1997 FAX: 406.587.0311
CHECKED BY: KL
CURRENT ISSUE:
BG
M
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BO
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M
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A
PROJECT NUMBER:
2017.03.01PROGRESS SET
1611
2017.00.00
8/9/18
2017.05.24REVISION
2018.01.02REVISION
2018.05.29REVISION
2018.08.07REVISION
E1.0
VISI
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N
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15'15'
10
'
V
I
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I
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T
R
I
A
N
G
L
E
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
VISIO
N
TRIAN
G
L
E
VI
S
I
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T
R
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15'
15'
10
'
O
H
P
O
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P
O
H
P
O
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P
O
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P
O
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P
O
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P
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O
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P
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O
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O
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O
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O
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O
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P
O
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O
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P
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O
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P
O
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P
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VISION
TRIANGLE
VI
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UG-TELE
U
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UG-TELE
UG-TELE
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
PPPP
LP
PP
LP
20
21
22
23
24
25
27 28
29
30
31
33
34
35 36
37
38
26
32
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
R2
R1
R1
W1
+96"
W1
+96"
W1
+96"
R1
R1 R1 R1
R1
R1
R1
W1
+96"
W1
+96"
W1
+96"
W1
+96"
102
DRAWN BY: AN
N. BROADWAY AVE., BOZEMAN, MT 59715
WWW.PEARSONDESIGNGROUP.COM
OFFICE: 406.587.1997 FAX: 406.587.0311
CHECKED BY: KL
CURRENT ISSUE:
BG
M
I
L
L
BO
Z
E
M
A
N
-
M
O
N
T
A
N
A
PROJECT NUMBER:
2017.03.01PROGRESS SET
1611
2017.00.00
8/9/18
2017.05.24REVISION
2018.01.02REVISION
2018.05.29REVISION
2018.08.07REVISION
E1.1
102
DRAWN BY: AN
N. BROADWAY AVE., BOZEMAN, MT 59715
WWW.PEARSONDESIGNGROUP.COM
OFFICE: 406.587.1997 FAX: 406.587.0311
CHECKED BY: KL
CURRENT ISSUE:
BG
M
I
L
L
BO
Z
E
M
A
N
-
M
O
N
T
A
N
A
PROJECT NUMBER:
2017.03.01PROGRESS SET
1611
2017.00.00
8/9/18
2017.05.24REVISION
2018.01.02REVISION
2018.05.29REVISION
2018.08.07REVISION
E1.2