HomeMy WebLinkAbout034a IMPA Bid Set 3 - L500 - Addendum 1.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
L500
Cast-in-place concrete curb
Compacted aggregate base
Compacted subgrade
(2) #4 Rebar reinforcement, cont.
Concrete Band02Scale: 1" = 1'-0"d-conc band
WIDTH VARIES
SEE PLANS
Unit Paving on
Rigid Base
05
L500
Concrete flatwork with thickened
edge adjacent to band
Expansion joint with dowel
Bike Rack04Scale: 1" = 1'-0"d-bike rack
Threaded rod attachment per
manufacturer's standard detail.
Use non-metallic, non-shrink grout
Cast aluminum body
Finish grade of concrete flatwork,
refer to plans for placement
3 1/2"2'-4"
1'-2"
03 Scale: 1 1/2" = 1'-0"d-unit paving-bituminous
Landscape Edging
Amended topsoil
(Refer to Planting Plan)
1/4"x10" Metal with primed and
painted finish to match Light Bollards
Drainage layer subgrade
3" to 10" River Rock
NOTE: River Rock to be "River Flats"
rock available from Indian Creek
Stone Products in Mitchell, Indiana
Filter fabric
Unit paver w/ 3/16" Max sand
swept joints
Finished Grade
Tack coat
Scale: 1 1/2" = 1'-0"d-unit paving-rigid
Compacted aggregate base
Compacted subgrade
5" Portland cement concrete
underlayment
Unit Paving on Rigid Base
3/4" Bituminous leveling bed or
sand setting bed
NOTE:
1. Place control joints a maximum of
10 feet on center
2. Place expansion joints a maximum
of 30 feet on center and between all
separate pours
05
1
NOTES:
1.Refer to Layout & Materials Plan
for specification of tooled or
sawcut jointing locations
Joint depth to be 1/3 the thickness
of the slab
6"6"
Concrete Flatwork
CONTROL JOINT
Expansion joint filler, full depth
1'-0" #4 Rebar dowel with greased
sleeve, centered on joint, spaced
30" on center, maximum
Joint sealant
(See specifications)
Temporary preformed cap, remove
top of cap prior to sealant
installation
EXPANSION JOINT
Concrete Joints01Scale: 3" = 1'-0"d-conc joints
Light Bollard06Scale: 1" = 1'-0"d-bollard
Acrylic lens with decorative
steel screen over fluorescent
ballast
Base plate at
finish grade
Embed heavy wall
steel security core
Welded steel cross supports
Finish grade
Concrete foundation
(See manufacturer specifications)
Foundation to be held below
finished grade to account
for concrete flatwork or rigid
pavers, per plans
ON CONCRETE ON PAVERS
NOTE: ALL BOLLARDS WITH
INTERNAL SECURITY CORE
AND DECORATIVE SCREEN
OVER LIGHT
Rain Garden Wall Section07Scale: 1" = 1'-0"d-sect-conc rain wall
1'-0"4"
8"1'-0"8"
Amended topsoil
(Refer to Planting Plan)
Non-woven Filter fabric
Compacted aggregate base
#4 Horiz. rebar @ 12"o.c.
#4 Vert. rebar @ 12"o.c.
Compacted subgrade
Cast-in-place concrete wall
NOTES:
1.Hold top of concrete wall level, per
elevations and Civil Engineering
plans.
2. Refer to Architectural plans for sign
and associated wall and limestone
veneer pattern
Refer to Civil Engineering plans
Drainage stone backfill
Concrete ledge beyond, provide for
limestone veneer only, as indicated
on Architectural plans.
3/4" PVC Weep Hole, 4' o.c.
1
1 2014.06.11 ADDENDUM # 1