HomeMy WebLinkAboutL2.5 AMENITY DETAILSWELD POST TO 1/2" X 6" X 6" STEEL BASE PLATE.
ATTACH BASE PLATE TO CONCRETE WITH (4) 1/2" x 6" S.S.
EXPANSION ANCHORS.
COMPACTED SUBGRADE
PAVER
EXPANSION JOINT
REINFORCED CONCRETE8"R12"
M-4HANDRAIL
SYSTEM - STEPS
1'-0"
1'-0" 6"3'-0"1'-2"1'-0"1'-6"1'-0"
1'-0"6"EXPANSION JOINT
R1
2"
NOTES:
1. ALL HANDRAILS TO MEET ADA REQUIREMENTS
2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION
RAMP
M-5 HANDRAIL
SYSTEM - RAMP
6'-0"3'-0"4"VARIES, SEE PLANSEXPANSION JOINT; SEAL
WITH LIGHT COLORED
CAULK, TYP.
DOWEL RAMP TO CONCRETE
SIDEWALL, 2'-0" O.C.
COMPACTED #53s
EMBED POST 6" MIN.
INTO CONCRETE, SET
WITH EPOXY
CONCRETE SIDE WALL
COMPACTED #53s4"DOWEL CONCRETE TO BUILDING
FOUNDATION, 1'-0" O.C.
BUILDING FACADE
8" 1'-0"8"
S-10SITE FURNITURE 'A'
CONCRETE
S-11 LIMESTONE BLOCK WALL
RETAINING
3'-6"1'-6"
12'-6"1'-0"4"CONCRETE BAND, SEE DETAIL 7
THIS SHEET FOR REINFORCED
CONCRETE DETAIL
EXPANSION JOINT, TYP.
EXPANSION JOINT, TYP.
ALL EXPOSED CONCRETE TO
HAVE RUBBED FINISH, TYP.
CONCRETE
S-11LIMESTONE BLOCK WALL
RETAINING
3'-6"2'-0"VARIES, SEE PLAN4"REINFORCED CONCRETE
FOUNDATION
6"2'-0"4" 8"8" 4"3'-0" TOPSOIL
WIDTH VARIES, SEE PLAN
ADJACENT
CONCRETE
PAVEMENT
EXPANSION JOINT
REINFORCED CONCRETE BAND,
ALL EXPOSED CONCRETE TO
HAVE RUBBED FINISH, TYP.
COMPACTED #53s
4" DIA. PERFORATED DRAIN PIPE, TO BE
LOCATED IN LANDSCAPE BEDS ONLY
COMPACTED SUBGRADE
TOPSOIL
MULCH
1'-6"6"1'-6" 3"1'-0"2'-0"1" CHAMFER, TYP.
CAP
BRICK VENEER
CIP CONCRETE
FOUNDATION AND FOOTER
TOPSOIL
COMPACTED SUBGRADE
S-6 MASONRY WALL SYSTEM 'C'3'-412"2'-6"4"112"1"3'-1"2'-11" 1"1'-0"2"8"
1'-4"
2'-5"
SODDED LAWN
REINFORCED CONCRETE FOUNDATION
4" DIA. PERFORATED PIPE
#2 WASHED STONE
COMPACTED #53s
COMPACTED SUBGRADE
S-12LIMESTONE BLOCK WALL
FREE STANDING
M-8PLANTER FENCE SYSTEM 3'-0"3'-0" 6"2'-0"
1'-0"2'-0"CONCRETE MASONRY ANCHORS; 2 PER POST TOPSOIL
EDGE OF PLANTER / CAST-IN-PLACE
CONCRETE SIDEWALK
COMPACTED SUBGRADE
S-12 LIMESTONE BLOCK WALL
FREE STANDING
M-8PLANTER FENCE SYSTEM M-8 PLANTER FENCE SYSTEM
6'-0"
LENGTH VARIES, SEE PLANS
2'-4" 6'-0" 1'-4"LENGTH VARIES, SEE PLANSLENGTH VARIES, SEE PLANS
3'-0"HEIGHT VARIES, SEE PLANS2'-8"6"1'-8"6"2" 2" WELD POST TO 1/2" X 6" X 6" STEEL BASE PLATE.
ATTACH BASE PLATE TO CONCRETE WITH (4) 1/2" x 6" S.S.
EXPANSION ANCHORS.
COMPACTED SUBGRADE
REINFORCED CONCRETER 12"
LIMESTONE BLOCK WALL BEHIND
8"R12"M-4 HANDRAIL
SYSTEM - STEPS
1'-0"
1'-6" 6"3'-0"1'-6"
1'-0"1'-6"1'-2"1'-0"6"EXPANSION JOINT
EXPANSION JOINT
NOTES:
1. ALL HANDRAILS TO MEET ADA REQUIREMENTS
2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION
1'-0"4" ADJACENT CONDITION;
SEE PLANS
4" #53 COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADE;
95% PROCTOR
POLYMERIC SAND
SWEPT JOINTS
BITUMINOUS SETTING
BED; 34" NOMINAL DEPTH
CONCRETE BAND
6 x 6 x W1.4 WELDED
WIRE MESH
C.I.P. CONCRETE BASE;
SAW CUT CONTRACTION
JOINTS, 12'-0" O.C.
2"
1'-6"4"1'-0"PAVER
#4 BAR CONTINUOUS
RAMP
M-5 HANDRAIL
SYSTEM - RAMP
6'-0"3'-0"8"8"4"4"VARIES, SEE PLANSEXPANSION JOINT; SEAL
WITH LIGHT COLORED
CAULK, TYP.
DOWEL RAMP TO CONCRETE
SIDEWALL, 2'-0" O.C., BOTH SIDES, TYP.
COMPACTED #53s
EMBED POST 6" MIN.
INTO CONCRETE, SET
WITH EPOXY
CONCRETE SIDE WALL
COMPACTED #53s
L2.5AMENITYDETAILS1/2" = 1'-0"
RAMP SYSTEM - MAIN ENTRANCE SECTION A 2 1/2" = 1'-0"
RAMP SYSTEM - MAIN ENTRANCE SECTION B3
NTS
TERRACE COURTYARD SEATING 4
1/2" = 1'-0"
HANDRAIL - MAIN ENTRANCE 1
1/4" = 1'-0"
TERRACE STEPS SECTION5
1/2" = 1'-0"
TERRACE STEP AT PLANTER 7 1/2" = 1'-0"
CURVED SIGN WALL 8 1/2" = 1'-0"
LIMESTONE BLOCK 9
1/2" = 1'-0"
PLANTER FENCE 11
1/4" = 1'-0"
TERRACE STEPS ELEVATION6
1/2" = 1'-0"
HANDRAIL - MAIN STREET10
1/2" = 1'-0"
PAVERS12
NOTE:
ALL EXPANSION JOINTS TO BE
SEALED WITH LIGHT COLORED
CAULK TO MATCH PAVEMENT
66
6
04/15/22