2026-0827_Renovation_for_Orange_Beach_Medical_Center_South_-_Civil_Drawings.pdf
PDF 5 MB Posted
- Attached to
- Renovation for Orange Beach Medical Center South
- Solicitation number
- 2026-0827
- Issued by
- Baldwin County, Oneonta City, Alabama
About this file
This document comprises civil engineering drawings and specifications prepared by the City of Orange Beach, Alabama for the renovation of the Orange Beach Medical Center South, a conversion of the city's former Finance Building located at 4101 Orange Beach Boulevard. The project includes site demolition, grading, drainage, and utility work to support the interior and exterior renovation of the facility into a 45-room medical center. The drawings depict a demolition plan identifying existing pavement and structures to be removed, a site plan showing proposed sidewalks, parking areas, and landscaping, a grading and drainage plan addressing positive drainage and ADA parking requirements, and detailed specifications for concrete curb and gutter installation, standard duty asphalt and concrete paving, sidewalk construction, and accessible parking spaces with appropriate signage and striping. Sealed bids were due August 27, 2026 at 2:00 p.m., with a mandatory pre-bid conference held on August 13, 2026 at 2:00 p.m. at Orange Beach City Hall. The project completion deadline is 274 calendar days from the Notice to Proceed, with liquidated damages assessed at $750 per day for work remaining unsatisfactorily completed beyond 365 days.
The civil work specifications establish that the Professional Engineer Christopher D. Pappa (Alabama License No. 23401) holds authority over civil plan determinations and that all civil plan changes affecting contract prices require written authorization from the Engineer and approval by the local government. Contractors must comply with NPDES stormwater registration and erosion control requirements, obtain all necessary permits for work within public rights-of-way, provide construction surveys and materials testing at their own expense, achieve minimum concrete compressive strengths of 3,000 psi for sidewalks and 4,000 psi for structural and pavement work, install Class III reinforced concrete drain pipe, and conduct density testing on embankment lifts with minimum subgrade compaction of 98 percent of optimum standard proctor. All work must comply with the latest ALDOT standards and specifications, OSHA trenching and excavation directives, current state and local building codes, and accessibility standards. The City of Orange Beach acquired a geotechnical report for contractor consultation regarding soil conditions and testing requirements.
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CHRISTOPHER D. PAPPA
S
ALABAMA
ENGINEER
LICENSED
No. 23401
PROFESSIONAL
AutoCAD SHX Text GENERAL CIVIL NOTES and SPECIFICATIONS
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1. These notes and specifications are applicable unless superseded by the project drawing details or specifications. The engineer is the PE whose seal is on the plans. Questions of determination for the Civil work shall be ONLY made by the PE whose seal appears on the plans and approved by the local government. Civil plan changes which effects the contract prices shall only be valid if in writing from the Engineer. 2. The Contractor is solely responsible for site safety and security. 3. All radii are 5' unless otherwise noted. All radii are 5' unless otherwise noted. 4. Typical paving dimensions are to back of curb. Typical paving dimensions are to back of curb. 5. Contractor is responsible for protection of all property owners. Contractor is responsible for protection of all property owners. 6. Contractor shall match the existing pavement in grade and alignment. Contractor shall match the existing pavement in grade and alignment. 7. Property information was furnished by the Owner. 8. Existing grade contours interval shown at one foot (1'). Existing grade contours interval shown at one foot (1'). 9. Finished grade contours interval shown at one foot (1'). Finished grade contours interval shown at one foot (1'). 10. If the Contractor does not accept existing topography as shown on the If the Contractor does not accept existing topography as shown on the plans, without exception, he shall have made, at his expense, a topographic survey by a Registered Land Surveyor and submit it to the Owner for review. 11. Work within public rights of way shall also be subject to the requirements of the governmental unit which owns the ROW. The Contractor shall obtain the necessary permits, unless the Owner has previously obtained such permits and so advised in writing (or the project documents). The work within the ROW shall be subject to inspections and other conditions of the governmental unit. 12. Prior to beginning work the Sitework Contractor shall obtain and provide to the City of Orange Beach proof of NPDES Registration Coverage. Contractor shall not begin work until proof of the NPDES Registration is provided to the owner and the City of Orange Beach. 13. The Contractor shall comply with the NPDES Stormwater requirements and the erosion control plans and requirements, and shall prepare applicable supplemental erosion control plans as necessary. If the Contractor is unable to comply with the NPDES requirements, he shall notify the owner and the Engineer in writing. 14. Utilities are shown on the drawings in approximate location. Contractor shall field verify possible locations of any pipes, cables, ditches, power lines, poles or utilities before construction and notify owner and engineer of any conflict prior to construction. 15. Connections to utilities shall comply with the project plans and specifications, and the requirements of the utility, and shall be subject to the inspection and approval of the utility. 16. Unless otherwise provided in the plans or specifications, the Contractor shall provide all construction surveys, and materials and soil testing for quality assurance and control (including soil density testing) at his expense. 17. Topsoil stripped from the work site shall not be used in fills, but shall be used as topsoil in areas to be grassed. All disturbed areas that are not paved shall be grassed as soon as possible. 18. Unless otherwise noted on the Landscaping Plan: All unsurfaced areas Unless otherwise noted on the Landscaping Plan: All unsurfaced areas disturbed by grading operations shall receive a minimum of 4" of topsoil, ALDOT seed and fertilzer. All slopes 3H:1V or steeper shall be stabilized with North American Green S-150. All grassing shall be done in accordance with the latest edition of ALDOT's Standard Drawings and Specifications. 19. Embankments under future pavements and/or structures shall be constructed in maximum 8 inch loose thickness lifts. A minimum of one density test shall be performed on each 1000 square yards of each lift prior to the construction of the next lift. Density test reports shall be provided to the Engineer on a timely basis, unless otherwise shown or specified. Minimum subgrade and embankment compaction under pavements or structures shall be 98% optimum standard proctor, or as shown on the plans and specifications, whichever is denser. 20. Proof rolling (and if necessary, removal of soft subgrade) of the Proof rolling (and if necessary, removal of soft subgrade) of the cleared and grubbed site shall be required. In place density of the top 6" of the subgrade to be under pavement or structure shall be 98% optimum standard proctor, prior to beginning fills. 21. Concrete for sidewalks shall be 3,000 psi, 28 day, minimum. Structural concrete, and road/driveway concrete, shall be 4,000 psi, 28 day, minimum. Reinforcement shall be 60,000 psi yield point. 22. Expansion joints and control joints shall be maximum 25' on center. Expansion joints shall be doweled, or per the project details. Control joints may be saw cut, after initial set, 1/4 slab thickness, or 1" maximum. 23. Unless otherwise specified all drain pipe shall be Class III reinforced concrete. 24. Contractor shall coordinate with appropriate utility company prior to Contractor shall coordinate with appropriate utility company prior to removal of any utilities. 25. Contractor shall refer to Architect's Plans and Specifications for actual Contractor shall refer to Architect's Plans and Specifications for actual location of all utility entrances to include sanitary sewer laterals, domestic and fire protection water service, electrical, telephone and gas service. Contractor shall coordinate installation of utilities in such a manner as to avoid conflicts and assure proper depths are achieved as well as coordination with utility requirements as to location and scheduling of tie-ins/connections prior to connecting to existing utilities. 26. Contractor shall coordinate utility inspection with appropriate authorities Contractor shall coordinate utility inspection with appropriate authorities prior to covering trenches at installation. 27. Construction shall comply with all governing codes and requirements. Construction shall comply with all governing codes and requirements. The Contractor shall conduct all required tests to the satisfaction of the utility companies and owners inspecting authorities. 28. The Building Contractor is responsible for the location, size and The Building Contractor is responsible for the location, size and specifications of all electrical transformer pads from the local power company and providing service from the transformer to the building. 29. Sewer service laterals shall be coordinated with the building plans, any Sewer service laterals shall be coordinated with the building plans, any discrepancies should be clarified before installation.
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30. Sanitary sewer pipe shall be PVC, Sch. 40. Sanitary sewer pipe shall be PVC, Sch. 40. 31. Potable Water pipe shall be Continuous Roll Municipex, subject to the requirements of the local utility. Fire mains shall be ductile iron, Pressure Class 350. 32. When installing non-metallic utility service lines, the contractor shall install a metallic wire on the pipe or provide other suitable means whereby the installation can be located by electronic detection devices after work is covered. 33. All embankment areas shall be filled and compacted prior to excavation of utility trenches. 34. Utility Trenches shall be backfilled with dense graded base crushed stone (ALDOT 825B) in maximum 8 inch lifts and compacted to 100 percent of A.S.T.M. D-695. 35. All power, telephone and natural gas lines, including service lines, shall All power, telephone and natural gas lines, including service lines, shall be constructed in accordance with the appropriate utility companies specifications. 36. The Contractor shall comply to the fullest extent with the latest The Contractor shall comply to the fullest extent with the latest standards or OSHA directives or any other agency having jurisdiction for excavation and trenching operations. The Contractor shall support systems, sloping, benching and other means of protection. This is to include, but is not limited to access and egress from all excavation and trenching. Contractor is responsible to comply with performance criteria for OSHA. 37. The Contractor shall supply the City with a copy of all testing reports. The Contractor shall supply the City with a copy of all testing reports. 38. The City of Orange Beach has acquired a Geotechnical Report for this The City of Orange Beach has acquired a Geotechnical Report for this project. The Contractor shall consult the project Geotechnical Engineer to advise on soil conditions and provide testing.
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ORANGE BEACH, ALABAMA 36561
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4101 ORANGE BEACH BLVD
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CITY OF ORANGE BEACH
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WRITTEN CONSENT OF THE CITY OF ORANGE BEACH, ENGINEERING DEP'T.
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DIGITIZED, FAXED, SCANNED OR MODIFIED WITHOUT THE EXPRESS
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NO PART OF THIS DRAWING MAY BE REPRODUCED, COPIED,
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C COPYRIGHT, 2024
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DATE
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REVIEW
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BY
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DESCRIPTION
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NO.
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REVISIONS
AutoCAD SHX Text PHONE (251) 981-2610 EMAIL: cpappas@orangebeachal.gov
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PROJECT NO.
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DRAWING INVALID WITHOUT SEAL
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DRAWING TITLE:
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PROJECT NAME:
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PROJECT NO.
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SHEET OF
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DWG. NO.:
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COMMUNITY DEVELOPMENT
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SCALE:
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DATE:
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CADD FILE:
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POST OFFICE BOX 2432
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JULY 2026
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NA
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CITY OF ORANGE BEACH
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GENERAL NOTES
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MEDICAL CENTER SOUTH
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ALABAMA
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EXISTING, CONCRETE, ASPHALT, ETC. TO BE REMOVED TO ACCOMMODATE IMPROVEMENTS
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ORANGE BEACH, ALABAMA 36561
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4101 ORANGE BEACH BLVD
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CITY OF ORANGE BEACH
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WRITTEN CONSENT OF THE CITY OF ORANGE BEACH, ENGINEERING DEP'T.
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DIGITIZED, FAXED, SCANNED OR MODIFIED WITHOUT THE EXPRESS
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NO PART OF THIS DRAWING MAY BE REPRODUCED, COPIED,
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C COPYRIGHT, 2024
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DATE
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REVIEW
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BY
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DESCRIPTION
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PROJECT NO.
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DRAWING INVALID WITHOUT SEAL
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DRAWING TITLE:
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PROJECT NAME:
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PROJECT NO.
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SHEET OF
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DWG. NO.:
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COMMUNITY DEVELOPMENT
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POST OFFICE BOX 2432
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JULY 2026
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CITY OF ORANGE BEACH
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DEMOLITION PLAN
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MEDICAL CENTER SOUTH
ALABAMA
ENGINEER
LICENSED
No. 23401
PROFESSIONAL
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24 CURB AND GUTTER, TYP.
AutoCAD SHX Text REMOVE EX. ASPHALT TO CORRECT ADA GRADES WITH CONCRETE PAVING. SAW CUT CLEAN STRAIGHT LINE, MATCH TIE IN IN GRADE AND ALIGNMENT. PROVIDE SMOOTH TRANSITION IN SURFACES. INSTALL NEW ADA STRIPING AND SIGNAGE.
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PROPOSED 5' WIDE SIDEWALK, TYP
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STANDARD DUTY ASPHALT, TYP
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24" CURB AND GUTTER, TYP.
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SAW CUT EX. CURB AND GUTTER
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SAW CUT EX. CURB AND GUTTER
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SAW CUT EX. CURB AND GUTTER
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SAW CUT EX. CURB AND GUTTER
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RELACE EXISTING SIDEWALK
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PROPOSED LANDSCAPED AREA
AutoCAD SHX Text CONTRACTOR SHALL INSTALL BERMUDA 419 SOD IN ALL AREAS NOTED TO BE LANDCSAPED. THE CONTRACTOR SHALL BE REPSONSPIBLE FOR REMOVING EXISTING IRRIGATION THAT MAY BE IN CONFLICT WITHT THE PROPOSED IMPROVEMENTS AND EXTENDING THE EX. IRRIGATION TO PROVIDE ADEQUATE IRRIGATION TO THE PROPOSED LANDSCAPED AREAS.
AutoCAD SHX Text SAW CUT NEAT, STRAIGHT LINE. MATCH EX. SURFACE IN GRADE, PROVIDE SMOOTH TRANSITION. TYP.
AutoCAD SHX Text EX. PARKING LOT STRIPING TO REMAIN SHALL BE RESTRIPED WITH 2 COATS OF TRAFFIC STRIPING PAINT.
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PROPOSED 5' WIDE SIDEWALK, TYP
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EX. BUILDING WITH PROPOSED ADDITION
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ORANGE BEACH, ALABAMA 36561
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4101 ORANGE BEACH BLVD
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CITY OF ORANGE BEACH
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WRITTEN CONSENT OF THE CITY OF ORANGE BEACH, ENGINEERING DEP'T.
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DIGITIZED, FAXED, SCANNED OR MODIFIED WITHOUT THE EXPRESS
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NO PART OF THIS DRAWING MAY BE REPRODUCED, COPIED,
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C COPYRIGHT, 2024
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DATE
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REVIEW
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BY
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DESCRIPTION
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NO.
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REVISIONS
AutoCAD SHX Text PHONE (251) 981-2610 EMAIL: cpappas@orangebeachal.gov
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PROJECT NO.
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DRAWING INVALID WITHOUT SEAL
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DRAWING TITLE:
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PROJECT NAME:
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PROJECT NO.
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SHEET OF
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DWG. NO.:
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COMMUNITY DEVELOPMENT
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SCALE:
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DATE:
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CADD FILE:
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POST OFFICE BOX 2432
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JULY 2026
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CITY OF ORANGE BEACH
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SITE PLAN
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MEDICAL CENTER SOUTH
ALABAMA
ENGINEER
LICENSED
No. 23401
PROFESSIONAL
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EX. BUILDING WITH PROPOSED ADDITION
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MAINTAIN POSTIVE
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DRAINAGE
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MAINTAIN POSTIVE
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DRAINAGE
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MAINTAIN POSTIVE
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DRAINAGE
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MAINTAIN POSTIVE
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DRAINAGE
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MAINTAIN POSTIVE
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DRAINAGE
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GRADE SHALL NOT EXCEED 2% IN ANY DIRECTION WITHIN THE ADA PARKING ENVELOPE
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ORANGE BEACH, ALABAMA 36561
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4101 ORANGE BEACH BLVD
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CITY OF ORANGE BEACH
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WRITTEN CONSENT OF THE CITY OF ORANGE BEACH, ENGINEERING DEP'T.
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DIGITIZED, FAXED, SCANNED OR MODIFIED WITHOUT THE EXPRESS
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NO PART OF THIS DRAWING MAY BE REPRODUCED, COPIED,
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C COPYRIGHT, 2024
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DATE
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REVIEW
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BY
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DESCRIPTION
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NO.
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REVISIONS
AutoCAD SHX Text PHONE (251) 981-2610 EMAIL: cpappas@orangebeachal.gov
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PROJECT NO.
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DRAWING INVALID WITHOUT SEAL
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DRAWING TITLE:
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PROJECT NAME:
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PROJECT NO.
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SHEET OF
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DWG. NO.:
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COMMUNITY DEVELOPMENT
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SCALE:
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DATE:
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CADD FILE:
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POST OFFICE BOX 2432
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JULY 2026
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CITY OF ORANGE BEACH
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DRAINAGE PLAN
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GRADING AND
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MEDICAL CENTER SOUTH
ALABAMA
ENGINEER
LICENSED
No. 23401
PROFESSIONAL
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TYPE "C" = 1'-6"
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TYPE "C" CURB = 2'-0"
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TYPE "A" CURB = 1'-6"
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TYPE "A" = 1'-0"
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1"-1 FT.
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1"-1 FT.
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CONCRETE CURB AND GUTTER DETAIL NOT TO SCALE
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COMPACTED SUBGRADE
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CRUSHED STONE BASE
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1/2" EXPANSION JOINT
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CONCRETE SLAB
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ELASTOMERIC SEALANT
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WITH BACKER ROD.
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SIDEWALK EXPANSION JOINT NOT TO SCALE
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NOT TO SCALE
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%%UPAVING DETAILS
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CONTENT WITHIN 2" OF THE OPTIMUM MOISTURE CONTENT.
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TO 95% OF STANDARD PROCTOR DRY DENSITY AT A MOISTURE
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4. UPPER 8" OF SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED
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OF PRDUCING A CBR VALUE OF 10.0 OR GREATER.
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3. ALL IMPORTED FILL MATERIAL IN PAVING AREA MUST BE CAPABLE
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METHOD FOR RIGID PAVEMENTS.
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PAVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST PCA
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STRENGHTH OF 600 PSI WITH 5% TO 7% ENTRAINED AIR RIGID
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2. PORTLAND CEMENT CONCRETE SHALL HAVE A MINIMUM FLEXURAL
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PAVEMENTS.
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EDITION OF THE AASHTO PAVEMENT DESIGN GUIDE FOR FLEXIBLE
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1. FLEXIBLE PAVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST
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SEE PAVING NOTE #4
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%%USTANDARD DUTY ASPHALT
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ASPHALT SURFACE COURSE
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18" CURB & GUTTER
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P.C. CONC.
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6" AGGREGATE BASE COURSE
AutoCAD SHX Text BITUMINOUS CONCRETE BINDER LAYER 220 lb./s.y. (SECT 429b)
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P.C. CONC. NON-REINF. CONC.
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STANDARD DUTY CONCRETE
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ALDOT 825-B
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4" AGGREGATE BASE COURSE
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4" THICK, 4000 PSI FIBER
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REINFORCED CONCRETE PAVING
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18" CURB & GUTTER
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TYP.
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NOTE: SYMBOL TO BE PAINTED IN ALL ACCESSIBLE SPACES.
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BLUE REFLECTIVE TRAFFIC PAINT SEE SPECS.
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C LINE OF PARKING SPACE
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ACCESSIBLE PARKING SPACE SYMBOL NOT TO SCALE
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AutoCAD SHX Text 12" x 18" ACCESSIBLE PARKING SIGN, AutoCAD SHX Text
3"%%C GALV. STEEL POST.
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FILLED WITH CONCRETE
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6"%%C BOLLARD POST
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TOP OF PAVEMENT
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AND REGULATIONS.
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WITH CURRENT STATE & LOCAL CODES
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1. ACCESSIBLE PARKING SIGN SHALL CONFORM
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NOTES:
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FASTEN WITH 2 - 3/8" %%C CADMIUM
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BOLTS, NUTS & LOCK WASHERS.
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REQUIRED BY STATE AND LOCAL LAW
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PENALTY SIGN WITH WORDING AS
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2. VAN ACCESSIBLE PARKING SIGN TO
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BE USED IN VAN ACCESSIBLE SPACE
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ONLY, AS INDICATED ON DRAWING
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WITH "VAN".
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FASTEN WITH 2 - 3/8" %%C CADMIUM
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BOLTS, NUTS & LOCK WASHERS.
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THIS SIGN TYP. AT ALL VAN ACCESSIBLE
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PARKING SPACES
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PARKING SPACES
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THIS SIGN TYP. AT ALL ACCESSIBLE
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P.C. CONC.
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(PAINTED TRAFFIC YELLOW)
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RESERVED
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PARKING
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VAN
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ACCESSIBLE
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ACCESSIBLE PARKING SIGN AND VAN ACCESSIBLE PARKING SIGN NOT TO SCALE
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ACCESSIBLE PARKING SYMBOL LOCATION NOT TO SCALE
AutoCAD SHX Text NOTE: ALL HANDICAPPED STRIPING SHALL BE 4" WIDE PAINTED LINES USING BLUE TRAFFIC MARKING PAINT.
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ORANGE BEACH, ALABAMA 36561
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4101 ORANGE BEACH BLVD
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CITY OF ORANGE BEACH
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WRITTEN CONSENT OF THE CITY OF ORANGE BEACH, ENGINEERING DEP'T.
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DIGITIZED, FAXED, SCANNED OR MODIFIED WITHOUT THE EXPRESS
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NO PART OF THIS DRAWING MAY BE REPRODUCED, COPIED,
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C COPYRIGHT, 2024
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DATE
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REVIEW
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BY
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DESCRIPTION
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NO.
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REVISIONS
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PROJECT NO.
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DRAWING INVALID WITHOUT SEAL
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DRAWING TITLE:
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PROJECT NAME:
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PROJECT NO.
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SHEET OF
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DWG. NO.:
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COMMUNITY DEVELOPMENT
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SCALE:
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DATE:
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CADD FILE:
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POST OFFICE BOX 2432
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JULY 2026
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NA
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CITY OF ORANGE BEACH
AutoCAD SHX Text 1.006-05
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DETAIL SHEET
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MEDICAL CENTER SOUTH
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SLOPE 1%%% TYPICAL; 2%%% MAXIMUM
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%%UNOTES
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1. TOOLED CONTRACTION JOINTS @ 5'-0" C/C, AND 1/2" PREFORMED EXPANSION JOINTS
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AT 40 FT. INTERVALS AND AT BUILDINGS, STEPS, AND INTERSECTIONS.
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2. EXPANSION JOINT MATERIAL SHALL BE PREFORMED AND IN ACCORDANCE W/A.S.T.M. D-175
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3. ALL EDGES SHALL BE TOOLED USING 1/8" RADIUS.
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COMPACTED SUBGRADE
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VARIES SEE PLAN
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CONCRETE WALKWAY SECTION NOT TO SCALE
| MASTER-NOTES.pdf |
| Sheets and Views |
| NOTES |
| MASTER-DEMOLITION PLAN.pdf |
| Sheets and Views |
| DEMOLITION PLAN |
| MASTER-SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| MASTER-GRADING AND DRAINAGE PLAN.pdf |
| Sheets and Views |
| GRADING AND DRAINAGE PLAN |
| MASTER-DETAIL SHEET 1.pdf |
| Sheets and Views |
| DETAIL SHEET 1 |
File details come from the government source that posted it. Updated .