HomeMy WebLinkAbout030_L2.3_LandscapeDetails FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION915 HIGHLAND BOULEVARDLANDSCAPE DETAILSBOZEMAN HEALTH CAMPUSPHASE 1 DESIGNBOZEMAN, MTL2.3 BE/KP17095_13_LS_DETAILS.DWGDE/AM03/11/2025SITE PLAN SUBMITTAL05/23/202506/02/202507/07/2025---SITE PLAN SUBMITTALBID SETSITE PLAN SUBMITTAL-----17095.13CORE DRILL CONCRETE AND FILL
WITH NON-SHRINK GROUT FLUSH
WITH CONCRETE, TYP. 6" EMBED MIN.
IN TO RETAINING WALL.
CAST-IN-PLACE CONCRETE RETAINING
WALL, SEE STRUCTURAL6" MIN.42"10.00' O.C.
2" ROUND STEEL TUBE TOP
RAIL AND POSTS
2 1/2" DIA. CORE DRILL CONCRETE
AND FILL WITH NON-SHRINK GROUT
FLUSH WITH CAP STONE, TYP. 6"
MIN.2" TO 4" MAX2 1/2" DIA. CORE DRILL CONCRETE AND
FILL WITH NON-SHRINK GROUT FLUSH
WITH CAP STONE, TYP. 6" MIN.
2" ROUND STEEL
TUBE TOP RAIL
SECTION
ELEVATION
TYPICAL GUARDRAIL
N.T.S.
2
L2.5
STONE VENEER AND WALL CAP42"4" MAX.
4" MAX.4" MAX.1/2" ROUND STEEL RODS
2
L2.5
STONE VENEER AND WALL CAP
CAST-IN-PLACE CONCRETE RETAINING
WALL, SEE STRUCTURAL
NOTES:
1.POWDER COAT GAURDRAIL LIGHT TAN. SUBMIT
POWDER COAT COLOR PRIOR TO
MANUFACTURING.
2.SUBMIT SHOP DRAWING FOR REVIEW AND
APPROVAL PRIOR TO MANUFACTURING.
3.SEE STRUCTURAL AND CIVIL FOR CAST IN PLACE
CONCRETE RETAINING WALL DESIGN AND
ENGINEERING.
STONE WALL CAP
3
CONCRETE FOOTINGS, SEE STRUCTURAL
BACKFILL, SEE STRUCTURAL
CAST-IN-PLACE CONCRETE RETAINING
WALL, SEE STRUCTURAL
STONE CAP WITH DRIP CHANNEL
SUBDRAINS, SEE CIVIL
STONE VENEER ON BACKSIDE EXPOSED WALL
1" OVERHANG
1" OVERHANG
HEIGHT VARIES, SEE CIVILCURB AND ASPHALT PAVING, SEE CIVIL
CONCRETE SIDEWALK,
SEE CIVIL
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.SEE STRUCTURAL AND CIVIL FOR CAST IN PLACE CONCRETE
RETAINING WALL DESIGN AND ENGINEERING.
3
L2.3
TYPICAL GUARDRAIL
2
L2.5
STONE VENEER AND WALL CAP
2"RETAINING WALL D SECTION
N.T.S.2"1
36"12"
FINISH GRADE,
RE: CIVIL 36"TREAD DEPTH,
OR 12" FOR RAMP
FINISH GRADE,
RE: CIVIL
5' O.C. MAX
RAI
L
S
L
O
P
E
S
H
A
L
L
MA
T
C
H
S
T
A
I
R
SLO
P
E
1 1/2" ROUND TUBE
STEEL
STAIRS, SEE SITE PLAN
CAULK 3/4" DEEP,
COLOR TO MATCH
ADJACENT CONCRETE
CORE DRILL CONCRETE AND FILL WITH
NON-SHRINK GROUT FLUSH WITH
CONCRETE, TYP. 6" EMBED MIN.
TYPICAL HANDRAIL- GROUND MOUNTED
N.T.S.
NOTES:
1.SEE GRADING PLAN FOR NUMBER OF RISERS.
2.POWDER COAT RAILING BLACK.
3.SUBMIT SHOP DRAWING FOR REVIEW AND
APPROVAL PRIOR TO MANUFACTURING.
4.EACH STAIR NOSE TO HAVE 2" WIDE WHITE
REFLECTIVE STRIP. TAPE TO BE EXTERIOR
GRADE.
2
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