My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Korkat, Inc
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
RFP
>
RFP No. 09-11-01 Prof. Design & build svcs. for skateboard park
>
Responses
>
Korkat, Inc
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2011 4:31:25 PM
Creation date
5/12/2011 4:31:25 PM
Metadata
Fields
Template:
CityClerk-Bids_RFP_RFQ
Project Name
Prof. Design & Build svcs for skateboard park
Bid No. (xx-xx-xx)
09-11-01
Project Type (Bid, RFP, RFQ)
RFP
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
26
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br />o 6" X 1/8" welded behind the coping (optional) <br />Grind Rails <br />o Rectangular - 3" x 2" X 1/8" thickness <br />o Round - 2" diameter Schedule 40 <br />o Fitted with welded end caps and ground smooth <br />o 2" diameter welded steel tube vertical supports are cast into the <br />concrete during pouring or anchored using stud-style interlocking <br />wedge anchors <br /> <br />Concrete Footers that Support Pre-Cast Elements: <br /> <br />. 4" slab with min. 6" thickened edges <br />. 1% slope for sheet drainage. <br />. 4000 psi concrete <br />. reinforced with #4 bar, 16" o.c. Grid.--min. coverage of reinforcing shall be 1.5" <br />. 8" min. rebar stub outs <br />. finish can be broom or something of the like. This applies to the footer slabs only! The pre- <br />cast pieces will sit on these and cover the rough finish. This rough finish is not acceptable for <br />the skateable flatwork. Please see that spec below. <br />. curing method-let's discuss. <br />. control joints where necessary-either cut in by hand during finishing or saw cut the next <br />day. Width of joints must be no larger than 3/16" <br /> <br />Concrete Flatwork: <br /> <br />. forming <br />. 4" slab with min. 6" thickened edges. <br />. 1% slope for sheet drainage. <br />. 4000 psi concrete <br />. reinforced with #4 bar, 16" o.c. Grid. Tied to stub-outs from footing slab. <br />· placement of a self-adhesive rubber expansion gasket on the pre-cast components prior <br />to slab pour. The rubber gasket is provided by us. <br />· Finish-hard steel trowel until all visible pours are closed (cease trowel before gloss forms <br />on surface of slab). <br />· The two Upper areas should be poured on a different day than the main area. <br />· Main flat area-pour in one day is preferred. If necessary to pour or over two days, <br />utilization of keyways to ensure smooth finish and bonding between pours. No felt <br />expansion materials or the like may be used between pours. <br />. curing method-let's discuss. <br />· control joints--either cut in by hand during finishing or saw cut the next day. 8' x 10' grid. <br />Filled with highway grade caulk (Silkaflex), same color to match natural gray concrete. <br />Width of joints must be no larger than 3/16." <br /> <br />11 <br /> <br />15131 Clark Ave. - Industry, CA 91745 - P 626-330-5803 x203 - f 626-330-5503 - Kirsten@spohnranch.com <br />
The URL can be used to link to this page
Your browser does not support the video tag.