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2015-114
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Last modified
3/30/2017 1:46:14 PM
Creation date
7/24/2015 2:05:01 PM
Metadata
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Template:
Official Documents
Official Document Type
Work Order
Approved Date
06/02/2015
Control Number
2015-114
Agenda Item Number
8.G.
Entity Name
Kimley-Horn & Associates Inc.
Subject
Work Order Number 5
5 Laning
Area
37th Avenue US1 to Indian River Boulevard
Project Number
1230
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A. Roadway Analysis and Plans: <br />Roadway set of plans shall consist of the following: <br />Notes: P — Preliminary, C — Complete, but subject to change, F - Final <br />The plans will be prepared based upon English units. Design will be conducted in MicroStation and <br />Geopak. <br />The following additional data shall be utilized for development of the plans: <br />1. The roadway plans sheets will be drawn at a scale of 1" = 40' prepared on 11" x 17" sheets. <br />2. Plan sheets shall depict existing right-of-way, section lines, property lines, temporary <br />construction easements, and centerline of construction. Horizontal control points with state <br />plane coordinates for all PC's, PT's, curve radius, curve length and horizontal Pi's shall be included <br />on the Plan or summarized in an alignment table. <br />3. Plans shall include spot grades adequate to describe any proposed grading. <br />4. Match lines shall not be located within the limits of an intersection. <br />5. If applicable, soil boring information shall be plotted on cross sections with soil classification and <br />high season water table. <br />6. All quantities shall reference FDOT Pay Item Numbers. <br />7. All details shall reference FDOT Index Numbers. <br />8. All specifications shall reference to County and/ or FDOT Specifications for Road and Bridge <br />60% <br />90% <br />100% <br />Cover Sheet <br />C <br />C <br />F <br />Summary of Pay Items <br />P <br />C <br />F <br />Typical Sections <br />C <br />C <br />F <br />Summary of Quantities & General Notes <br />p <br />C <br />F <br />Summary of Drainage Structures Sheets <br />P <br />C <br />F <br />Project Layout <br />C <br />C <br />F <br />Plan and Profile Sheets (40 scale) <br />C <br />C <br />F <br />Intersection Plan & Details <br />P <br />C <br />F <br />Special Details <br />P <br />C <br />F <br />Drainage Structure Sheets <br />P <br />C <br />F <br />Roadway Soil Survey <br />P <br />C <br />F <br />Cross Sections at 100 ft intervals <br />p <br />C <br />F <br />Stormwater Pollution Prevention Plans <br />p <br />C <br />F <br />Signage & Pavement Marking Plans <br />(40 scale double plan) <br />C <br />C <br />F <br />Signalization Plans <br />P <br />C <br />F <br />Construction Cost Estimate and Quantities <br />C <br />C <br />F <br />Notes: P — Preliminary, C — Complete, but subject to change, F - Final <br />The plans will be prepared based upon English units. Design will be conducted in MicroStation and <br />Geopak. <br />The following additional data shall be utilized for development of the plans: <br />1. The roadway plans sheets will be drawn at a scale of 1" = 40' prepared on 11" x 17" sheets. <br />2. Plan sheets shall depict existing right-of-way, section lines, property lines, temporary <br />construction easements, and centerline of construction. Horizontal control points with state <br />plane coordinates for all PC's, PT's, curve radius, curve length and horizontal Pi's shall be included <br />on the Plan or summarized in an alignment table. <br />3. Plans shall include spot grades adequate to describe any proposed grading. <br />4. Match lines shall not be located within the limits of an intersection. <br />5. If applicable, soil boring information shall be plotted on cross sections with soil classification and <br />high season water table. <br />6. All quantities shall reference FDOT Pay Item Numbers. <br />7. All details shall reference FDOT Index Numbers. <br />8. All specifications shall reference to County and/ or FDOT Specifications for Road and Bridge <br />
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