Trail_Edge_Detail.pdf
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- Solicitation number
- CC-5888-24/HSM
- Issued by
- Seminole County, Florida
About this file
The document is a detailed Trail Edge Detail engineering drawing prepared for Seminole County, Florida's Leisure Services Greenways & Natural Lands Department, located at 100 E 1st Street in Sanford. The drawing provides a comprehensive technical specification for constructing a concrete trail edge, including precise layering requirements such as 12" minimum subbase compacted to 98% maximum density, 6" thick limerock base compacted to 98%, and 2" asphalt surface. The drawing specifies using 3,000 PSI concrete with control joints and a tooled edge, and includes structural design criteria referencing multiple building and engineering codes including the Florida Building Code 2020 Edition.
The drawing includes structural design parameters such as a design wind speed of 140 MPH, an assumed safe bearing pressure of 2,000 PSF, and guidelines for soil preparation, including removing unsuitable soil and replacing it with clean structural fill compacted in 8-inch layers to 95% density. The document is stamped with a registration number (0001764) and prepared by landscape architect Carl J. Kelly Jr., RLA, and represents technical specifications that would likely be used in the context of the related Seminole County Master Services Agreement for Trail Edge Restoration and Repairs project, which has an engineer's estimated project cost of $328,750.00.
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Text version
12" MIN. SUBBASE COM-
PACTED TO 98% MAX.
6" THICK LIMEROCK BASE
COMPACTED TO 98%
2" ASPHALT
DENSITY (AASHTO-T180)
DENSITY AASHTO T-180
@ 10' O.C.
- PROVIDE 3,000 PSI CONCRETE
- PROVIDE CONTROL JOINTS
NOTE:
TOOLED EDGE
Concrete Trail Edge Detail
SCALE: 1/2" = 1'-0" HS-01
VERIFIED BY OWNER PRIOR TO INSTALLATION.
ALL DIMENSIONS AND PLACEMENTS SPECIFIED WITHIN THIS DRAWING ARE TO BE
THE GENERAL CONTRACTOR SHALL FIELD MEASURE ALL DIMENSIONS PRIOR
TO FABRICATION OR START OF CONSTRUCTION.
AWS D1.2 STRUCTURAL WELDING CODE - ALUMINUM
SPECIFICATIONS FOR ALUMINUM STRUCTURES, FOURTH EDITION.
AWS D1.1 STRUCTURAL WELDING CODE - STEEL.
AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, A.S.D., NINTH EDITION.
REQUIREMENTS STIPULATED IN GEOTECHNICAL REPORT.
CONTRACTOR SHALL PREPARE THE SUBSURFACE SOILS PER THE GEOTECHNICAL
22 PSF
ASSUMED SAFE BEARING PRESSURE = 2,000 PSF.
FLORIDA BUILDING CODE - 2020 EDITION
CODES, STANDARDS AND SPECIFICATIONS.
STRUCTURAL DESIGN CRITERIA:
INSURE POSITIVE DRAINAGE IN ALL AREAS.
CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
ACI 530-99, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
ACI 318-02, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
ASCE 7-02 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE FOLLOWING
AND COMPACTED TO 95% (ASTM D698 - STANDARD PROCTOR) OF MAX. DRY
STRUCTURAL FILL PLACED IN LOOSE LAYERS NOT EXCEEDING EIGHT (8") INCHES
ALL UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH CLEAN
A.
D.
C.
B.
1.
GENERAL:
3.
2.
DENSITY.
DESIGN WIND PRESSURE:
WIND LOADS:
SUPERIMPOSED DESIGN LOADS:
LIVE LOADS (MIN):
FOUNDATIONS:C.
B.
GENERAL: 20 PSF
8.
7.
6.
5.
4.
A.
3.
2.
1.
DEAD WEIGHT
DEAD LOADS:
DESIGN WIND SPEED: 140 MPH
MEAN ROOF HEIGHT: =15 FEET
STRUCTURE: SIGN, CF=1.2, G=.85
EXPOSURE = B
TRAIL EDGE DETAIL
Seminole County, Florida
Leisure Services Greenways & Natural Lands 100 E 1st Street Sanford, FL 32771
PH: (407) 665-2001
AutoCAD SHX Text
LANDSCAPE ARCHITECT
AutoCAD SHX Text
CARL J. KELLY JR., RLA
AutoCAD SHX Text
REG.#: 0001764
| Sheets and Views |
| HS-01 |
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