My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-227C.1
CBCC
>
Official Documents
>
2010's
>
2012
>
2012-227C.1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/7/2016 2:05:06 PM
Creation date
10/1/2015 5:05:17 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
12/18/2012
Control Number
2012-227C.1
Agenda Item Number
12.I.2
Entity Name
Dickerson, Florida Inc.
Subject
Addendum No.1
66th Avenue Roadway Improvments
Area
SR 60 to North of 49th Street
Bid Number
2013008
Supplemental fields
SmeadsoftID
11698
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
120
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
ANSWER NO. 7 <br /> The dwellings identified to be demolished have either been moved outside the right-of-way or have <br /> already been demolished . Therefore, we do not anticipate any demolition of structures within the <br /> project limit . <br /> QUESTION NO. 8 <br /> The bid schedule (sta 129+00 — 291+40 -05456, item 120-5, channel excavation ) identifies "detention <br /> area #4 as having 36 of the volume to remain on Peterson' s property" . <br /> A. Is X of the volume = 21, 316 cy @ 50% = 10, 658 cy? <br /> B. Where is this fill to be stockpiled (adjacent to the proposed lake/detention ) ? <br /> C. Is it to have any special configuration associated with the stockpile, i . e . 1-2 ft over "x" square <br /> feet or e . g . 200' x 200' x 1045' (to allow for 4 : 1 side slopes ) ? <br /> D . Is the stockpiled material to receive seed & mulch upon completion ? <br /> E . Will the perimeter of the stockpile location require a silt fence ? <br /> F . Will any swales or ditches surround the stockpile location ? <br /> ANSWER/NO. 8 <br /> The channel excavation ( lake excavation ) of 21, 316 CY includes Detention Area No . 4 and 5 . The <br /> excavation for Detention. Area No . 4 is approximately 9, 793 CY. Therefore, 4, 900 CY of excavated <br /> material will have to be stockpiled 10' high by 100' x 150' at 3HAV adjacent to the pond . Seeding and <br /> silt fence around the stockpile will be required . The Itemized Bid Schedule has been revised to include <br /> the additional material needed . <br /> QUESTION NO. 9 <br /> In the clearing & grubbing pay items, is the intent to limit clearing & grubbing within the confines of <br /> the silt fence areas as shown in the erosion control plans ? The areas adjacent to the bridges will <br /> require clearing to re-grade and install the rubble rip- rap along the east right of way(s) of the Indian <br /> River Water Control District' s lateral "A" canal . Please advise . <br /> ANSWER NO. 9 <br /> It is not the intent of the plans to limit the clearing and grubbing within the confines of the silt fence <br /> areas shown on the erosion control plans. . Clearing and grubbing will be required as necessary to <br /> construct all components of the project . The erosion control plans are provided as a schematic plan <br /> prepared for permitting purposes . The contractor is required to prepare an additional separate special <br /> plan for the prevention, control and abatement of erosion and water pollution . <br /> QUESTION NO. 10 <br /> Outside of the bridge areas (for rip-rap ), no . other areas within the IRWCD (east of the canal water <br /> level ) are to be cleared ? ' <br /> Page 4 of 6 <br /> F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # 1 \Addenduwn No. 1 <br /> 11 -9- 12.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.