ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_As-Builts.pdf
PDF 4 MB Posted
- Attached to
- Russell Harber Dock Replacement State and local contract opportunity
- Solicitation number
- ITB-2025-06
- Issued by
- Florida
About this file
The document is a comprehensive set of construction plans and technical specifications for the Russell Harber Landing project, prepared by Kenneth Horne & Associates, Inc. for the City of Milton in Santa Rosa County, Florida, dated April 23, 2001, and marked as "As-Built" in June 2002. The plans cover a detailed site development along U.S. Highway 90, including existing conditions and demolition, site staking and utility plans, parking and shelter/pavilion staking, site grading, site lighting, and ramp plans with sections and details. The project involves infrastructure improvements at a waterfront location, with precise engineering documentation covering various aspects of site development, including utility placement, pavement construction, lighting installation, and accessibility features.
The technical drawings provide extensive details on site-specific elements such as tree protection, utility positioning, pavement cross-sections, handicapped parking configurations, and ramp elevations. The plans indicate careful consideration of environmental factors, with specific notes on tree preservation, erosion control, and site restoration. While the documents do not explicitly state project costs or funding sources, they demonstrate a comprehensive approach to site development that likely involves public infrastructure investment. The level of detail suggests a professionally managed project with strict adherence to engineering standards, potentially funded through municipal or federal sources, with a focus on creating an accessible and environmentally sensitive waterfront landing area.
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Text version
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TREE PROTECTION NOTES:
1. DURING DEVELOPMENT ACTIVITIES, PROTECTED TREES SHALL BE PROTECTED
FROM ACTIVITIES WHICH MAY INJURE OR KILL THEM.
2. WITHIN THE DRIP LINE, THERE SHALL BE NO STORAGE OF FILL OR COMPACTION
OF THE SOIL AS FROM HEAVY EQUIPMENT, OR ANY SPILLING, STORAGE OR
DISPOSAL OF CONCRETE, MORTAR, PAINT, SOLVENTS, CHEMICALS, OR OTHER
POTENTIALLY HARMFUL SUBSTANCES.
3. ALL TREES TO BE PROTECTED SHALL BE PROTECTED BY MEANS OF A PHYSICAL
BARRIER WHICH WILL LIMIT ACCESS TO SAID TREE. SAID PROTECTIVE BARRIER
SHALL BE COMPOSED OF WOOD OR OTHER SUITABLE MATERIALS WHICH ASSURE
COMPLIANCE WITH THE INTENT OF THIS ORDINANCE. SAID PROTECTIVE BARRIERS,
WHERE REQUIRED, SHALL REMAIN UNTIL SUCH TIME AS CONSTRUCTION IS
COMPLETE. WHERE POSSIBLE, A MINIMUM OF ONE HUNDRED (100) PERCENT OF
THE AREA WITHIN THE DRIP LINE SHALL BE SO PROTECTED UNLESS A WAIVER IS
GRANTED. ALSO, DURING CONSTRUCTION, NO ATTACHMENTS OR WIRES SHALL BE
ATTACHED TO ANY PROTECTED TREE. BARRIERS WILL BE REQUIRED FOR ALL
TREES BEING PROTECTED EXCEPT IN THE FOLLOWING CASES:
A. ROAD RIGHT-OF-WAYS, UTILITY EASEMENTS, ETC. THESE AREAS MAY BE
RIBBED BY PLACING STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TAPING
RIBBON, PLASTIC TAPE, ROPE, ETC.., FROM STAKE TO STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS TO BE CLEARED.
B. LARGE PROPERTY AREAS SEPARATE FROM THE CONSTRUCTION OR LAND
CLEARING AREA INTO WHICH NO EQUIPMENT WILL VENTURE MAY ALSO BE
RIBBONED OFF.
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12"
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6" PVC
#4 @ 14" O.C. (TYP)
N.T.S.
2'
NEENAH R-4999-CX (TYPE "C" GRATE
AND FRAME) OR APPROVED EQUAL
GRATE TO BE BOLTED SECURELY
TO FRAME
INV. EL (SEE PLAN)
#4 @ 14" O.C. (TYP)
2"
6"
6"
6"
INV EL. (SEE PLAN)
#4 (TYP)
8"
NEENAH R-4999-CX (TYPE "C" GRATE
AND FRAME) OR APPROVED EQUAL
GRATE TO BE BOLTED SECURELY
TO FRAME
TOP EL. (SEE PLAN)
N.T.S.
1/2"
1/4" MIN.
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Morris Text Box This sheet was imported into CAD and re-plotted for better clarity -ZM-
Inserted this pdf from documentation received from KH&A
Inserted this pdf from documentation received for permitting
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File details come from the government source that posted it. Updated .