HomeMy WebLinkAbout036 IMPA Bid Set 3 - L502.pdfS H E E T N U M B E R
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CAPE
A R C H I T ECT
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No. 0900153
STATE OF
L502
Amended topsoil
(Refer to Planting Plan)
TR
Cast-in-place concrete wall with
form finish (on east face only)
Compacted aggregate base
#4 Horiz. rebar @ 12"o.c.
#4 Vert. rebar @ 12"o.c.
Compacted subgrade
Entry Planter Sections
FINISH GRADE
8"
2'-2"
01 Scale: 1" = 1'-0"d-sect-conc rain wall
8"
8"
2'-0"
8"3'-2"10"
4"6"
Underdrain
(Refer to Civil Engineering plans)
NOTES:
1. Top of concrete wall and veneer ledge at
base of wall to slope with grade
(Refer to Civil Engineering plans)
2. Refer to elevations and DETAIL 04, SHEET
L504 for limestone veneer pattern
Expansion joint and concrete flatwork
(Refer to Civil Engineering plans)
Canopy post and footing, shown for reference
(Refer to Architectural plans)
Non-woven filter fabric
Drainage stone backfill
3/4" PVC Weep Hole, 4' o.c.
Amended topsoil
(Refer to Planting Plan)
BR
Compacted aggregate base
#4 Horiz. rebar @ 12"o.c.
#4 Vert. rebar @ 12"o.c.
Compacted subgrade
FINISH GRADE
2'-2"
8"
8"
2'-0"
FINISH GRADE BEYOND
Structural canopy post and footing
shown for reference.
(Refer to Architectural plans)
Expansion joint and concrete flatwork
(Refer to Civil Engineering plans)
Underdrain
(Refer to Civil Engineering plans)
Limestone veneer, cell vent at base, 4' o.c.
Cast-in-place concrete wall with
form finish (on east face only). Hold
formliner 1" below top of wall
Drainage stone backfill
NOTES:
1. Top of concrete wall and veneer ledge
at base of wall to slope with grade
(Refer to Civil Engineering plans)
2. Refer to elevations and DETAIL 04,
SHEET L504 for limestone veneer
pattern
Non-woven filter fabric
3/4" PVC Weep Hole, 4' o.c.
SECTION A SECTION B
Wall Mount Bench - Provide 6" x 4", 1/4"
thick, galvanized and primed Steel Tube
(inside and out) for Attachment. Mount
through steel to concrete wall beyond
with stainless attachment anchors.
Dovetail anchors at base of each
veneer panel in 3/8" max mortar
joint
Dovetail anchor channel, 24" o.c
Limestone Veneer, cell vent at base, 4' o.c.
Dovetail anchors at base of each
veneer panel in 3/8" max mortar
joint
Dovetail anchor channel, 24" o.c
TOP OF WALL
BEYOND
TOP OF WALL
BEYOND
3"1"
10"
8"8"
2'-10"1'-10"
Limestone Coping03
L504
3"1"
2'-10"1'-10"
Limestone Coping03
L504
Finish Grade
(See Civil Engineering Plans)
Raised Entry Planter Elevation02Scale: 1/4" = 1'-0"
Concrete Wall, form liner finish concrete
wall behind on East Face Only
(See specifications)
Limestone Veneer
01
L505
Limestone Block Unit B
01
L503
Main Entry
Central Stair Section
Canopy Structure
(See Architectural Plans)
Concrete Wall, Behind - Form Liner
on East Face Only
Limestone Veneer
Finish Grade
(See Civil Engineering Plans)
Concrete Wall, Behind - Form Liner
on East Face Only
Limestone Veneer
Finish Grade
(See Civil Engineering Plans)
01
L406
Limestone Block Unit C
15'-6"15'-6"15'-6"15'-6"15'-6"15'-6"
6'-0"
12'-5 1/2"
9'-6"
6'-0"9'-6"12'-8 5/8"8 1/2"
2'-11 1/2"8'-0"2'-0"8'-0"2'-0"8'-0"3'-0"
Wall Mounted Bench
(See specifications)
Wall with Veneer Turns Back
(Coordinate with Civil Engineering Plans and underdrains)Wall with Veneer Turns Back
(Coordinate with Civil Engineering Plans and underdrains)
4"8"
4"8"