ITB-2018-0341_PW_1409_Casselton_Drive_Improvements_Addendum_No._2.pdf
PDF 1 MB Posted
- Attached to
- PW 1409 Casselton Drive Improvements
- Solicitation number
- ITB-2018-0341
- Issued by
- Seminole County, Florida
About this file
This is Addendum #2 for Invitation to Bid (ITB-2018-0341) issued by the City of Casselberry's Finance Department and Procurement Division for the PW 1409 Casselton Drive Improvements project. The addendum, dated May 21, 2018, provides additional information and clarification for the solicitation, with the bid due date remaining May 31, 2018 at 2:00 P.M. Local Time. The addendum addresses a contractor's question regarding a 3-foot wide area along the reconstruction portion that cannot be reconstructed within the current Maintenance of Traffic (MOT) plan, referencing attached documents including a new typical section sheet for Temporary Traffic Control Plan.
The addendum requires bidders to acknowledge receipt by signing and returning the acknowledgment form or including it with their submittal, with potential disqualification for non-compliance. No changes, additions, or clarifications were noted in this addendum beyond the traffic control plan question and response. The project involves roadway improvements to Casselton Drive between SR 436 (Semoran Boulevard) and Casselwood Street, and to Greencastle Boulevard between SR 436 and Casselton Drive, with specific details about traffic management and reconstruction activities provided in the attached documents.
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Text version
PUR-F- 212
Rev. 11/2016
City of Casselberry | Finance Department | Procurement Division 95 Triplet Lake Drive, Casselberry, Florida 32707
Phone: 407-262-7700, extension 1142 | Fax: 407-262-7746 | Email: procurement@casselberry.org ADDENDUM #2 ITB-2018-0341 PW 1409 Casselton Drive Improvements
DATE: May 21, 2018
TO: All Bidders/Proposers
FROM: Rhonda Ulmer
City of Casselberry Procurement Division
SUBJECT: ITB-2018-0341 PW 1409 Casselton Drive Improvements
This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.
I. DUE DATE
This Addendum does not change the solicitation due date from May 31, 2018 at 2:00 P.M. Local Time.
II. QUESTIONS AND ANSWERS (Q&A)
Q1: Upon review of the MOT plan, we have come to realize that there is on average a 3’ wide area along the reconstruction portion of the project that cannot be reconstructed within the parameters of the MOT plan. Please comment on how the city plans to address this issue?
A1: Reference the attached addendum documents, including a note on the cover sheet and the new typical section sheet 93A - TEMPORARY TRAFFIC CONTROL PLAN. Note that sheet 93 did not need to be edited, as the call out updates were included on the new sheet.
III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS
CHANGES:
N/A
CLARIFICATIONS:
CHANGE NO. 1: QUESTIONS
THE REMAINDER OF THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK.
mailto:rulmer@casselberry.org
PUR-F- 212
Rev. 11/2016
City of Casselberry | Finance Department | Procurement Division 95 Triplet Lake Drive, Casselberry, Florida 32707
Phone: 407-262-7700, extension 1142 | Fax: 407-262-7746 | Email: procurement@casselberry.org ADDENDUM #2 ITB-2018-0341 PW 1409 Casselton Drive Improvements
Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.
Acknowledgment is hereby made of ITB-2018-0341 PW 1409 Casselton Drive Improvements
Name of Firm/Company Contact Email
Street Address City, State, Zip Code
Telephone Number Fax Number
Authorized Person Printed Name Authorized Person Title
Authorized Person Signature Date of Signature mailto:rulmer@casselberry.org
T 22 S
T 22 S
CONTRACT PLANS COMPONENTS
ROADWAY PLANS
LANDSCAPE PLANS
BEGIN PROJECT
STA. 2+24.00
END PROJECT
STA. 27+20.00
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOW
ST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
F
L
O
R
I
D
A
T
U
R
N
P
I
K
E
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
PROJECT LOCATION
https://goo.gl/maps/q7d9tB7REq12
SHEET
NO.
FISCAL
YEAR
5/18/2018 4:11:13 PM
U:\Casselton Drive\00704.00\roadway\KEYSRD01.dwg
TBG T-4
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 - 3 SUMMARY OF PAY ITEMS
4 - 13 TYPICAL SECTION
14 PROJECT LAYOUT
15 - 16 GENERAL NOTES
17 - 23 ROADWAY PLAN
24 - 29 ROADWAY PROFILE
30 - 32 SPECIAL PROFILE
33 - 36 BACK-OF-SIDEWALK PROFILE
37 - 38 INTERSECTION LAYOUT
39 - 40 DRAINAGE STRUCTURE TABLE
41 STORM PIPE TABLE
42 - 58 DRAINAGE DETAILS
59 SPECIAL DETAILS
60 - 87 CROSS SECTIONS
88 STORMWATER POLLUTION PREVENTION PLAN
89 - 90 EROSION CONTROL
91 - 106 TEMPORARY TRAFFIC CONTROL PLAN
107 - 112 WATER MAIN IMPROVEMENTS PLAN AND PROFILE
113 - 114 WATER MAIN IMPROVEMENT DETAILS
115 - 120 UTILITY ADJUSTMENTS
121 - 124 UTILITY DETAILS
125 Vvh SUMMARY
S-1 - S-7 SIGNING AND PAVEMENT MARKING PLAN
SQ-1 - SQ-7 SUMMARY OF QUANTITIES
SQ-8 TABULATION OF QUANTITIES (SIGNING AND PAVEMENT MARKING)
N
CITY OF CASSELBERRY, FLORIDA
ROADWAY
ENGINEER OF RECORD:
SHERMAN C. KLAUS II, P.E.
P.E. NO.: 58262
THE BALMORAL GROUP
165 LINCOLN AVENUE
WINTER PARK, FLORIDA 32789
CERTIFICATE OF AUTHORIZATION NO.: 26123
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2018-19
Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs).
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, JAN. 2018
Standard Specifications for Road and Bridge
Construction at the following website:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
R
E
R
E
T 21 S
T 22 S
T 21 S
T 22 S
TO
ORLANDO
TO
ORLANDO
TO
ALTAMONTE SPRINGS
TO
OVIEDO
R
E
R
E
R
E
R
E
R
E
R
E
ORANGE COUNTY
O R A N G E
C O U N T Y
PLANS OF PROPOSED
CASSELTON DRIVE IMPROVEMENTS
PROJECT NUMBER PW 1409
0 0.5 1
MILES
DRAINAGE
ENGINEER OF RECORD:
LEE G. MULLON, P.E.
P.E. NO.: 72414
GEOSYNTEC
1511 EAST STATE ROAD 434, SUITE 1005
WINTER SPRINGS, FLORIDA 32708
CERTIFICATE OF AUTHORIZATION NO.: 4321
Standard Plans for Road Construction and associated IRs are available at the following website:
http://www.fdot.gov/design/standardplans
REVISIONS:
ADDENDUM 2: ROADWAY SHEET 93A (SHEET ADDED)
£ CONST. CASSELTON DR
10' 10'
R W
L I N E
R W
L I N E
WORK AREA
VARIES - 2' TO 10'
2'
TEMPORARY TRAFFIC
CONTROL PLAN
CITY OF
CASSELBERRY
ROAD PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
U:\Casselton Drive\00704.00\roadway\TCTYRD01.dwg
TBG T-4 5/18/2018 2:56:05 PM
5/18/18
CASSELTON DR.
PW 1409
The Balmoral Group
165 Lincoln Avenue
Winter Park, FL 32789
Phone: (407) 629-2185 www.balmoralgroup.us
Certificate of Authorization No. 26123
E.O.R.: Sherman C. Klaus II, P.E. No. 58262
TYPICAL SECTIONS & PHASING NOTES
TEMPORARY TRAFFIC CONTROL PHASING NOTES
PHASE IIC: THE INTENT OF THIS PHASE IS TO PERFORM REMAINING ROADWAY PAVEMENT RECONSTRUCTION.
1) INSTALL TRAFFIC CONTROL DEVICES AND TEMPORARY SIGNS PER INDEX 102-603
AND PLACE TRAFFIC INTO ONE LANE-TWO WAY CONFIGURATION.
2) PERFORM PAVEMENT RECONSTRUCTION ACTIVITIES. MITIGATE DROP-OFFS IN
ACCORDANCE WITH INDEX 102-600, SHEET 9 OF 12, NOTE NO. 3.
3) PLACE TEMPORARY STRIPING.
LANE IDENTIFICATION + DIRECTIONAL OF TRAVEL
LEGEND
CHANNELIZING DEVICE
(SEE INDEX NO. 102-600)
TTCP TYPICAL SECTION - PHASE IIC
STA. 15+00 TO STA. 20+00
1 SHEET ADDED
93A
| ITB-2018-0341 PW 1409 Casselton Drive Improvements Addendum No. 2 |
| ITB-2018-0341 PW 1409 Casselton Drive Improvements attachment Addendum No. 2 |
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