HomeMy WebLinkAbout052_L2.5_LandscapeDetails FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION915 HIGHLAND BOULEVARDLANDSCAPE DETAILSBOZEMAN HEALTH CAMPUSPHASE 1 DESIGNBOZEMAN, MTL2.5 BE/KP17095_13_LS_DETAILS.DWGDE/AM03/11/2025SITE PLAN SUBMITTAL05/23/202506/02/202507/07/2025---SITE PLAN SUBMITTALBID SETSITE PLAN SUBMITTAL-----17095.13PIN & MORTAR AS NECESSARY
6"1" OVERHANG
VARIES,
SEE STRUCTURAL
1" AIR SPACE
STONE VENEER
STONE CAP
NOTES:
1.DETAILS ARE FOR DESIGN INTENT ONLY. CONTRACTOR
TO PROVIDE SHOP DRAWINGS AND NECESSARY CUT
SHEETS FOR ALL STONE AND VENEER ELEMENTS FOR
OWNER AND LANDSCAPE ARCHITECT APPROVAL.
2.MORTAR COLOR TO BE DETERMINED,
3.STONE VENEER AND CAP STONE SHALL BE FRONTIER
SANDSTONE BY QUARRY WORKS.
4.CAP STONE SHALL BE A SMOOTH TOP FINISH AND
NATURAL EDGE FINISH.
5.VENEER SHALL BE ATTACHED USING EMBEDDED
ANCHOR SLOTS.
MASONRY TIE
BACKFILL, SEE STRUCTURAL
TOPSOIL
ROCK MULCH
DRIP CHANNEL
CAST-IN-PLACE CONCRETE RETAINING
WALL, SEE STRUCTURAL
DAMPPROOF COATING, SEE
STRUCTURAL
SLOPE TO DRAIN
FINISH GRADE
VENEER WEEP HOLE
2"STONE VENEER AND WALL CAP
N.T.S.VARIES, SEE CIVIL18" MAX.DRIP CHANNEL
2
INDIVIDUALLY MOUNTED
INTERNALLY ILLUMINATED
CHANNEL LETTERS
PLANTING BED, SEE
LANDSCAPE PLANS
PLANTING BED, SEE
LANDSCAPE PLANS
CAST-IN-PLACE CONCRETE
RETAINING WALL, SEE
STRUCTURAL
CONCRETE FOOTINGS, SEE
STRUCTURAL
BACKFILL, SEE STRUCTURAL
CONCRETE FOOTINGS, SEE
STRUCTURAL
CONCRETE FOOTINGS, SEE
STRUCTURAL
BACKFILL, SEE STRUCTURAL
CAST-IN-PLACE CONCRETE
RETAINING WALL, SEE
STRUCTURAL
CAST-IN-PLACE CONCRETE
RETAINING WALL, SEE
STRUCTURAL
RETAINING WALL SECTION
N.T.S.
4
L2.1
PERENNIAL/GRASS/GROUNDCOVER
PLANTING
SUBDRAINS, SEE CIVIL
SUBDRAINS, SEE CIVIL
CONDUIT TO SIGN LETTERS
NOTES:
1.DETAILS ARE FOR DESIGN INTENT ONLY. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR ALL RETAINING WALL AND SIGNAGE ELEMENTS FOR OWNER
AND LANDSCAPE ARCHITECT APPROVAL.
2.SIGNAGE SHALL BE INDIVIDUALLY MOUNTED TO CAST IN PLACE CONCRETE
RETAINING WALL IN ACCORDANCE TO SIGN MANUFACTURER'S
RECOMMENDATIONS.
3.SIGNAGE LETTERS SHALL BE INTERNALLY LIT.
4.SEE STRUCTURAL AND CIVIL FOR CAST IN PLACE CONCRETE RETAINING
WALL DESIGN AND ENGINEERING.
2
L2.5
STONE VENEER
AND WALL CAP
2
L2.5
STONE VENEER
AND WALL CAP
2
L2.5
STONE VENEER
AND WALL CAP
1
L2.4
BOZEMAN HEALTH
SIGNAGE
3
L2.1
SHRUB PLANTING
3
ELEVATION VIEW
SECTION
26.00'6.00'13.00'6" CLR.OPENING COUNTER BALANCE POSTS
CANTILEVER GATE
N.T.S.
KNOX BOX SHALL BE INSTALLED
FOR EMERGENCY ACCESS
NOTES:
1.CONTRACTOR SHALL SUBMIT SHOP DRAWING OR CUT SHEETS FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
2.DETAIL IS FOR DESIGN INTENT ONLY.
3.GATE SHALL BE STANDARD 2" X 2" GALVANIZED CHAINLINK.
4.ALL CHAINLINK SHALL HAVE VINYL PRIVACY SLATS IN THE COLOR BLACK.
GATE LATCH 2"x2" GALVANIZED CHAINLINK WITH VINYL PRIVACY
SLATS
4" OD SCHEDULE 40 POSTS
GATE ROLLERS, TYP.
GATE ROLLERS, TYP.
LATCH POST
CANTILEVER ROLLER ASSEMBLY
GATE POST
CONCRETE FOOTING
4.00' OC 6"GATE STOP
7
L2.2
CHAINLINK FENCE - 6' HEIGHT
CONCRETE FOOTING
1
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