LIBRARY_AND_EVENT_CENTER_PARKING_EXPANSION_FINAL.pdf

PDF 3 MB Posted Oct 8, 2025

Attached to: Winter Park Library and Event Center Parking Lot Expansion
Solicitation number: IFB26-3
Issued by: Orange County, Woodlawn Beach CDP, Florida

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Written by GovTribe AI · Jan 9, 2026

Library and Event Center Parking Expansion Project Documents

This document set comprises detailed construction plans and specifications for the City of Winter Park's Library and Event Center Parking Expansion project in Winter Park, Florida. The project involves the design and construction of expanded parking facilities adjacent to the Winter Park Library and Event Center, incorporating 33 on-site parking spaces and street-side parking along Harper Street and Morse Boulevard. The scope of work includes site grading and earthwork with cut and fill operations totaling 383.1 cubic yards of cut and 40.34 cubic yards of fill at elevation 83.0, construction of asphalt and concrete pavements with multiple curb types (Type D and Type B curbs), installation of drainage infrastructure including 228 linear feet of 8-inch drain pipe with lateral connections to existing yard drains, erosion and sediment control measures, retention pond construction with 2,049 cubic feet capacity for stormwater management, utility coordination, and site restoration. The project encompasses approximately 0.37 acres of developed area with a total of 13,080 square feet of impervious surface requiring stormwater treatment.

The construction specifications require compliance with City of Winter Park Standards and the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. Key contractual requirements include right-of-way permits, a pre-construction conference with utility providers and City staff, daily as-built drawings maintained in red ink, geotechnical testing and certification performed by a City-selected geotechnical engineer (with contractor responsibility for retesting costs), dewatering with silent pack pumps, erosion control following FDOT Section 104 standards, and 98 percent compaction density for utility trenches beneath curbed and paved areas. The contractor must provide construction notification to residents and businesses at least three weeks in advance, maintain pedestrian and vehicular access throughout construction, and restore all damaged property to pre-construction condition or better as determined by the project owner. The contractor is responsible for all staging areas, equipment procurement, material transportation, tree protection compliance, and utility location verification prior to construction commencement.

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File	Type	Posted
Site_Specs_10-1-25.pdf	PDF	Oct 8, 2025
Winter_Park_Library_and_Event_Center_Parking_Lot_Expansion_1.pdf	PDF	Oct 8, 2025
Updated_Engineer's_Estimate_9_3_25.pdf	PDF	Oct 8, 2025

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City of Winter Park Library and Event Center Parking Expansion

PROJECT MANAGER

TOM CONNERY, P.E.

City Of Winter Park

LOCATION MAP

MAYOR

MARTY SULLIVAN

COMMISSIONER

CRAIG RUSSELL

COMMISSIONER

KRIS CRUZADA

COMMISSIONER

SHEILA DeCICCIO

COMMISSIONER

CITY ENGINEER, ASSISTANT PW DIRECTOR

DIRECTOR of PUBLIC WORKS

CITY MANAGER

CHARLES RAMDATT, P.E.

WINTER

PARK

DONALD J. MARCOTTE, P.E.

RANDY KNIGHT

IFB-TBD

WARREN LINDSEY

S:\Public Works\ACAD\BRUCE\DWG\MLK Park\LIBRARY AND EVENT CENTER PARKING EXPANSION FINAL.dwg, 8/27/2025 3:01:06 PM, _AutoCAD PDF (General Documentation).pc3

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GENERAL NOTES

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CHARTER COMMUNICATIONS 407-532-8679

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CALL SUNSHINE 48 HOURS BEFORE YOU DIG 1-800-432-4770

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CENTURY LINK (TELEPHONE) 407-374-1719

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COVER SHEET

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CITY OF WINTER PARK PARKS DEPARTMENT 407-599-3334

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CITY OF WINTER PARK STREETS AND DRAINAGE 407-599-3233

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INDEX OF SHEETS

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SHEET

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UTILITIES ENCOUNTERED

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B.M. NO. 112

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CITY OF WINTER PARK WATER AND WASTEWATER 407-599-3219

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CITY OF WINTER PARK ELECTRIC UTILITY 407-599-3458

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SURVEY CONTROL PLAN

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APPROVED BY:

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LEC PARKING EXPANSION

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1. Construction Notification - The contractor shall coordinate with City Project Management to notify all residents and Construction Notification - The contractor shall coordinate with City Project Management to notify all residents and The contractor shall coordinate with City Project Management to notify all residents and businesses of construction methods, traffic displacement and construction schedule. Notice shall be given at least three (3) weeks in advance of construction commencement. Contractor shall comply with the schedule provided and notify residents and businesses of any approved changes to the schedule. 2. Pedestrian and vehicular access for all residents to their homes shall be reasonably maintained at all times. Pedestrian and vehicular access for all residents to their homes shall be reasonably maintained at all times. 3. All construction is to conform to City of Winter Park Standards and specification, unless otherwise waived by the City All construction is to conform to City of Winter Park Standards and specification, unless otherwise waived by the City Engineer. The awarded Contractor is required to submit a Right of Way Permit application including M.O.T. and de-watering plans for approval by the City Engineer. Pre-construction conference is required. One-Call Service identified Utility providers, consultants, and applicable City Staff will be provided notice to attend. 4. The Engineer certifies that all roadways were designed to the applicable standards, as set forth by The City of Winter Park The Engineer certifies that all roadways were designed to the applicable standards, as set forth by The City of Winter Park and the latest edition of the Florida Department of Transportation Manual of Uniform Standard for Design, Construction, and maintenance for Streets and Highways. 5. The Contractor shall coordinate all work within existing road right-of ways with the City of Winter Park. . The Contractor shall coordinate all work within existing road right-of ways with the City of Winter Park. . 6. It will be the responsibility of the Contractor to get the necessary Right -of-Way Permit(s) and provide the safety and It will be the responsibility of the Contractor to get the necessary Right -of-Way Permit(s) and provide the safety and control of local traffic during construction. 7. The Contractor shall exercise due caution when working near trees that are to be saved, whether shown in the plans or The Contractor shall exercise due caution when working near trees that are to be saved, whether shown in the plans or designated in the field. City Tree Protection Policy compliance is required. 8. The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities before The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities before construction, and for notifying the various utility companies to arrange for any relocation, temporary disruption of service, or clarification of activity regarding said utility. The Contractor shall exercise caution when crossing an underground utility, whether shown in these plans or field located. All utilities, which interfere with the proposed construction, shall be relocated by the respective utility companies', and the Contractor shall cooperate with them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation will be allowed. 9. The locations of all existing utilities, facilities, and any other features shown on these plans have been determined from the The locations of all existing utilities, facilities, and any other features shown on these plans have been determined from the best available information and are provided for the convenience of the Contractor. The Engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions, which would appreciably affect the execution between these plans, and actual field conditions, which would appreciably affect the execution of these plans, the Contractor, will halt construction and notify the City Project Manager immediately. 10. The Contractor shall be responsible for meeting all inspection criteria and schedule, and for signing for said inspections. The Contractor shall be responsible for meeting all inspection criteria and schedule, and for signing for said inspections. 11. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure that is The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure that is located outside the lines, grades, or grading section established for this project, except where such excavation or removal is provided for in the contract, plans and / or specifications. 12. All work and all materials furnished shall be reasonably close in conformity with the lines, grades, grading sections, cross All work and all materials furnished shall be reasonably close in conformity with the lines, grades, grading sections, cross sections, dimensions, material requirement, and testing requirements specified in the contract, plans and / or specifications. 13. Prior to commencing work, the Contractor shall erect, and maintain all barricades, warning signs, and marking for hazards Prior to commencing work, the Contractor shall erect, and maintain all barricades, warning signs, and marking for hazards and the control of traffic, in conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City of Winter Park Traffic Manager, to effectively prevent accidents in all places where the work causes obstruction to traffic or constitutes in any way a hazard to the public. 14. All utility trenches beneath curb, paved areas and sidewalks shall be compacted to 98% of the Modified Proctor maximum All utility trenches beneath curb, paved areas and sidewalks shall be compacted to 98% of the Modified Proctor maximum Density, and to 95% within other areas. 15. The Contractor shall be responsible for the maintenance of all structures, connecting pipes, inlets and associated components The Contractor shall be responsible for the maintenance of all structures, connecting pipes, inlets and associated components until the work has been accepted by the Owner. All disturbed areas shall be restored to satisfaction of the Owner. 16. The Contractor shall comply with all legal load restrictions in the hauling of materials in public roads beyond the limits of The Contractor shall comply with all legal load restrictions in the hauling of materials in public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for the damage that may result from the moving of material and equipment. 17. The Contractor shall familiarize himself with the policies and guidelines established by the City of Winter Park, Florida for The Contractor shall familiarize himself with the policies and guidelines established by the City of Winter Park, Florida for the preservation of all public and private property. The Contractor shall be responsible for all damage or injury to property of any character during the execution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at anytime due to defective work or materials. 18. Fire protection shall be provided according to Winter Park Fire Department Regulations Fire protection shall be provided according to Winter Park Fire Department Regulations 19. The Contractor shall ensure that proper soil densities are achieved for placement of all drainage improvements and roadway The Contractor shall ensure that proper soil densities are achieved for placement of all drainage improvements and roadway restoration. It will also be the responsibility of the Contractor to ensure that sufficient geotechnical testing has been performed prior to, and during construction 20. The Contractor shall be responsible for obtaining area(s) for staging equipment and materials. The Contractor shall be responsible for obtaining area(s) for staging equipment and materials. 21. Area(s) for staging equipment and materials must be reviewed and approved by the City prior to use. Area(s) for staging equipment and materials must be reviewed and approved by the City prior to use. 22. The Contractor shall included de-water and shoring costs in the cost of storm sewer improvements installations. Silent The Contractor shall included de-water and shoring costs in the cost of storm sewer improvements installations. Silent Pack de-watering pumps are required. Contractor is responsible for reviewing the soils information provided with the plans and specifications and conforming to the recommendations made within. 23. The Contractor is responsible for the restoration of any and all components of private and / or public property that are The Contractor is responsible for the restoration of any and all components of private and / or public property that are removed, disturbed, and or damaged due to construction. Items included but not limited landscaping, irrigation systems, curb, sidewalk, driveway approaches, mailboxes, walls, fences, lighting, columns sod, etc. Contractor will be responsible for reported damage due to excessive vibration resulting from construction activities. Restored conditions are to as good as or better than existing pre-construction as determined by the Owner. 24. The F.D.O.T. Roadway and Traffic Design Standards (booklet dated January 2010) is to be used for curb, drainage structures The F.D.O.T. Roadway and Traffic Design Standards (booklet dated January 2010) is to be used for curb, drainage structures and pavement marking specifications. 25. All Reinforced Concrete Pipe (RCP) shall be minimum Class III with filter fabric wrapped joints. All pipe entries at structure All Reinforced Concrete Pipe (RCP) shall be minimum Class III with filter fabric wrapped joints. All pipe entries at structure will be wrapped from the outside. All horizontal structure construction joints will be wrapped and sealed with a butyl rubber tape sealant in addition to the compressed sealant between the structure sections. 26. A Geotechnical Engineer shall perform sufficient testing to certify all site, utility, and roadway compaction as well as A Geotechnical Engineer shall perform sufficient testing to certify all site, utility, and roadway compaction as well as structure bedding and pavement construction for the City of Winter Park. The City will select the Engineer and pay for all satisfactory tests. Contractor will pay for all required retesting. The Contractor will be responsible for scheduling all proctors, testing and retesting. The Contractor will be responsible to correct any deficiency determined by the Geotechnical Engineer to accomplish a satisfactory retest. The City of Winter Park has relied on the geotechnical report in preparation of the plans. Any conflict between information within the report and these plans shall be reported to the Engineer and/or Owner. The City of Winter Park assumes no responsibility for the correctness, completeness, or accuracy of the geotechnical information. 27. During construction, no direct discharge of turbid water will be allowed to downstream receiving waters. The Contractor is During construction, no direct discharge of turbid water will be allowed to downstream receiving waters. The Contractor is responsible for water quality and shall route discharges in such a manner to adequately remove silt before runoff from the site. The contractor is responsible for constructing, maintaining, and dismantling all drainage bypass systems as part of the dewatering process. Bypass systems must adequately convey stormwater so not to create adverse drainage conditions on adjacent and connected roadways. 28. Erosion Control Notes a. Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State of Florida Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1992 Edition (FDOT Section 104) b. Control features, methods and conditions included in this contract include the following as indicated by X in the blank: Control features, methods and conditions included in this contract include the following as indicated by X in the blank: X (1) Coordinate construction of temporary erosion control features with permanent erosion control features. (1) Coordinate construction of temporary erosion control features with permanent erosion control features. Coordinate construction of temporary erosion control features with permanent erosion control features. X (2) Control operation which result in water pollution (FDOT Section 104-3) (2) Control operation which result in water pollution (FDOT Section 104-3) Control operation which result in water pollution (FDOT Section 104-3) X (3) Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control (3) Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control features and proposed use of temporary erosion control features (FDOT Section 104-5)

(4) Temporary grassing Control operation which result in water pollution (FDOT Section 104-6.4.2) Temporary grassing Control operation which result in water pollution (FDOT Section 104-6.4.2) X (5) Temporary sod (FDOT Section 104-6.4.3) (5) Temporary sod (FDOT Section 104-6.4.3) Temporary sod (FDOT Section 104-6.4.3) X (6) Temporary mulching (FDOT Section 104-6.4.4) (6) Temporary mulching (FDOT Section 104-6.4.4) Temporary mulching (FDOT Section 104-6.4.4) X (7) Sandbagging (FDOT Section 104-6.4.5) (7) Sandbagging (FDOT Section 104-6.4.5) Sandbagging (FDOT Section 104-6.4.5) X (8) Baled hay or straw (FDOT Section 104-6.4.10) (8) Baled hay or straw (FDOT Section 104-6.4.10) Baled hay or straw (FDOT Section 104-6.4.10) X (9) Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11) (9) Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11) Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11) X (10) Remove temporary erosion control features (FDOT Section 104-6.4.5) (10) Remove temporary erosion control features (FDOT Section 104-6.4.5) Remove temporary erosion control features (FDOT Section 104-6.4.5) X (11) Maintain permanent and temporary erosion control features (FDOT Section 104-7) (11) Maintain permanent and temporary erosion control features (FDOT Section 104-7) Maintain permanent and temporary erosion control features (FDOT Section 104-7) X (12) This contract design has been approved by the City and regulatory agencies having an interest in erosion control (12) This contract design has been approved by the City and regulatory agencies having an interest in erosion control This contract design has been approved by the City and regulatory agencies having an interest in erosion control abatement. The design in its final form meets or exceeds minimum standards. All temporary erosion control features required during construction shall be constructed by the Contractor, and the cost hereof included in the Contract Sum as a regular obligation incidental to the work. a. The Contractor is responsible for maintaining all erosion protection, especially along and with Conservation / The Contractor is responsible for maintaining all erosion protection, especially along and with Conservation / Environmental areas where applicable during the entire construction process, including repairs, etc. to prevent any siltation from entering these areas, as well as any unsuitable discharges offsite or into applicable Conservation/Environmental areas. X (13) Floating turbidity barriers. (13) Floating turbidity barriers. Floating turbidity barriers. 29. Miscellaneous Engineering Notifications a. The Contractor shall provided the Project Manager 24 hour advance notification for the following construction and The Contractor shall provided the Project Manager 24 hour advance notification for the following construction and inspection activities: 1) Connections to or vicinity crossing of existing systems, including bypass pumping set up. Connections to or vicinity crossing of existing systems, including bypass pumping set up. 2) Structure placement and pipe inspection. Structure placement and pipe inspection. 3) Inlet top pours (reinforcing steel check) Inlet top pours (reinforcing steel check) 4) Base observation and sounding. Base observation and sounding. 5) Pre-final inspection (Punch list generation) Pre-final inspection (Punch list generation) 6) Final inspection Final inspection b. The Contractor shall keep DAILY “As-built” drawings employing the criteria shown on the Paving and Drainage sheets. The Contractor shall keep DAILY “As-built” drawings employing the criteria shown on the Paving and Drainage sheets. As-built” drawings employing the criteria shown on the Paving and Drainage sheets. drawings employing the criteria shown on the Paving and Drainage sheets. Record all As-builts in RED ink. The Contractor will be responsible for all transportation of exported excavated material. c. Before the start of construction, the Contractor shall prepare and submit to the Project Manager a project Before the start of construction, the Contractor shall prepare and submit to the Project Manager a project construction schedule (Bar Graph) and update the schedule monthly. d. Any fuel storage areas shall have owner's prior approval and appropriate measure shall be taken to ensure protection Any fuel storage areas shall have owner's prior approval and appropriate measure shall be taken to ensure protection of groundwater and soil resources. e. The Contractor shall coordinate all fill placement and backfill operation with the City contracted Geotechnical Engineer The Contractor shall coordinate all fill placement and backfill operation with the City contracted Geotechnical Engineer and submit test reports to the City Project Manager prior to beginning work on the next item of work. f. The City reserves the right to require the Contractor to perform any action necessary to ensure that the The City reserves the right to require the Contractor to perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. 30. The Contractor shall field verify horizontal and vertical information for all connection and / or crossing points to / with existing utility systems, as well as the location and depth of all clusters of fittings and valves, before submittal of shop drawings. 31. The Contractor is bound to the contract specifications and geotechnical recommendations in addition to these general notes and is expected to have this information at the Job Site during construction activities. 32. Any discrepancy between the dimensions and measurements shown on the plans and the actual field condition shall immediately be brought to the Project Manager's attention. Failure to do so shall make the Contractor completely liable for whatever errors and / or problems that may subsequently arise. 33. It will be the responsibility of the Contractor(s) to ensure that all required permits are obtained and are in hand at the job site prior to the commencement of construction. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to ) are: a. Local right-of way use b. Local underground utilities 34. The Contractor shall stake all improvements using the plan. Contractor shall confirm with the Project Manager that the plan is current prior to construction. It is the Contractor's sole responsibilities to completely stake and check all improvement to ensure adequate positioning, both horizontal and vertical, including minimum building setbacks, before the installation of any improvement. 35. The Contractor shall be responsible for protection of all existing survey monumentation within the project site. Disturbed monuments shall be restores by a Florida licensed land s surveyor selected by the Owner, at the Contractor's expense. 36. The Contractor is responsible for grading all pavement areas to drain positively. Intersections shall be transitioned to provide smooth driving surfaces while maintaining positive d drainage. Should areas of poor drainage be observed, the Contractor shall notify the Project Manager prior to paving so that recommendations for correction may be made. 37. The Contractor is responsible to have supervisory personnel onsite during all construction. All work subcontracted by the Contractor will be supervised by an employee of the General Contractor. Should the job Superintendent and crew foreman have to leave the site for any reason, they are to designate a temporary supervisor who is thoroughly familiar with the ongoing tasks and able to answer questions. 38. The quantities and lengths of materials shown on plans should be verified by the Contractor. Any discrepancy between callouts and actual shown in plan-view is to be brought to the attention of the City Purchasing Department by the Contractor prior to bidding. It is the Owner's intention to build what is shown on the construction plans. 39. Record Drawing: At the end of construction, the Contractor shall provide one (1) set of As-Built drawings showing ALL CHANGES marked in water proof red with the following Contractor Certification executed on EACH SHEET: The Contractor hereby certifies to the OWNER that improvements hereby certifies to the OWNER that improvements covered by this drawing and the related details have been constructed as indicated or as modified by the notes and graphics shown. Absent a note or graphic to the contrary, the improvement have been constructed meeting industry standard tolerances. Signed: Date: Date: Authorized Contractor's Representative

WINTER PARK

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LIBRARY

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WINTER PARK

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EVENT CENTER

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AutoCAD SHX Text D

AutoCAD SHX Text C.O.

AutoCAD SHX Text

ELC

AutoCAD SHX Text C.O.

AutoCAD SHX Text top

AutoCAD SHX Text inlet

AutoCAD SHX Text conc slab

AutoCAD SHX Text w/ bike

AutoCAD SHX Text racks

AutoCAD SHX Text

ELC

AutoCAD SHX Text transformer

AutoCAD SHX Text bottom of swale

AutoCAD SHX Text top of swale

AutoCAD SHX Text

ELC

AutoCAD SHX Text

ELC

AutoCAD SHX Text D

AutoCAD SHX Text

ELC

AutoCAD SHX Text

ELC

AutoCAD SHX Text C.O.

AutoCAD SHX Text

ELC

AutoCAD SHX Text C.O.

AutoCAD SHX Text curb

AutoCAD SHX Text inlet

AutoCAD SHX Text

ELC

AutoCAD SHX Text conc

AutoCAD SHX Text edge of water 3/22/22

AutoCAD SHX Text

ELC

AutoCAD SHX Text

ELC

AutoCAD SHX Text C.O.

AutoCAD SHX Text concrete walk

AutoCAD SHX Text

HARPER STREET

AutoCAD SHX Text

PIV

AutoCAD SHX Text C.O.

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP INLET= 86.81

AutoCAD SHX Text

NW INV.= 78.71

AutoCAD SHX Text

SE INV.= 78.71

AutoCAD SHX Text

NW INV.= 78.63

AutoCAD SHX Text

SE INV.= 78.59

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text

TOP = 87.51

AutoCAD SHX Text

INV.=

AutoCAD SHX Text 79.12

AutoCAD SHX Text

INV.=

AutoCAD SHX Text 80.91

AutoCAD SHX Text curb

AutoCAD SHX Text inlet

AutoCAD SHX Text

INV.=

AutoCAD SHX Text 84.28

AutoCAD SHX Text curb

AutoCAD SHX Text inlet

AutoCAD SHX Text

TOP = 88.25

AutoCAD SHX Text

NW INV.= 82.05

AutoCAD SHX Text

SE INV.= 82.00

AutoCAD SHX Text D

AutoCAD SHX Text

N INV.= 83.25

AutoCAD SHX Text

E INV.= 83.05

AutoCAD SHX Text

TOP = 89.57

AutoCAD SHX Text

SE INV.= 82.95

AutoCAD SHX Text (offset, inverts+-)

AutoCAD SHX Text

INV.=

AutoCAD SHX Text 82.25

AutoCAD SHX Text curb

AutoCAD SHX Text inlet

AutoCAD SHX Text D

AutoCAD SHX Text

SW INV.=

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 90.43

AutoCAD SHX Text D

AutoCAD SHX Text

TOP = 89.94

AutoCAD SHX Text

INV.=

AutoCAD SHX Text 84.05

AutoCAD SHX Text curb

AutoCAD SHX Text inlet

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text bike

AutoCAD SHX Text rack

AutoCAD SHX Text sign

AutoCAD SHX Text x

AutoCAD SHX Text 4'chain link fence

AutoCAD SHX Text asphalt

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text rail fence

AutoCAD SHX Text conc walk

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text bench

AutoCAD SHX Text 4'chain link fence

AutoCAD SHX Text hedge

AutoCAD SHX Text conc block

AutoCAD SHX Text building

AutoCAD SHX Text concrete

AutoCAD SHX Text electric

AutoCAD SHX Text outlet

AutoCAD SHX Text 18"mulberry

AutoCAD SHX Text conc block

AutoCAD SHX Text building

AutoCAD SHX Text

AutoCAD SHX Text monitoring

AutoCAD SHX Text well

AutoCAD SHX Text area drain

AutoCAD SHX Text area

AutoCAD SHX Text x

AutoCAD SHX Text gate

AutoCAD SHX Text drain

AutoCAD SHX Text x

AutoCAD SHX Text rock

AutoCAD SHX Text rubble

AutoCAD SHX Text x

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text gate

AutoCAD SHX Text cell tower

AutoCAD SHX Text elec

AutoCAD SHX Text jbox

AutoCAD SHX Text x

AutoCAD SHX Text

IRR

AutoCAD SHX Text foul line

AutoCAD SHX Text marker

AutoCAD SHX Text stadium

AutoCAD SHX Text lights

AutoCAD SHX Text score board

AutoCAD SHX Text concrete apron

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text

TEL

AutoCAD SHX Text

ELC

AutoCAD SHX Text

TEL

AutoCAD SHX Text

ELC

AutoCAD SHX Text

HPO

AutoCAD SHX Text

HPO

AutoCAD SHX Text bench

AutoCAD SHX Text

ELC

AutoCAD SHX Text hedge

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text stop bar

AutoCAD SHX Text double yellow

AutoCAD SHX Text double yellow (poor condition)

AutoCAD SHX Text electric

AutoCAD SHX Text transformer

AutoCAD SHX Text tel-com

AutoCAD SHX Text vault

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text utility transmission

AutoCAD SHX Text high line

AutoCAD SHX Text

CURB INLET TOP=85.86 NE INV=81.20 W INV=81.25

AutoCAD SHX Text

SANITARY MANHOLE TOP=85.86 N INV=79.98 S INV=79.76 W INV=79.86

AutoCAD SHX Text

CURB INLET TOP=86.11 S INV=82.38

AutoCAD SHX Text

CURB INLET TOP=86.12 N INV=81.52 E INV=81.54

AutoCAD SHX Text

AIR QUALITY BUILDING FF EL 87.68

AutoCAD SHX Text

PARK MAINTENANCE BUILDING FF EL 87.89

AutoCAD SHX Text

9.0' TYP.

AutoCAD SHX Text

18.0' TYP.

AutoCAD SHX Text 24.0'

AutoCAD SHX Text

HARPER STREET

AutoCAD SHX Text

MORSE BOULEVARD

AutoCAD SHX Text 8.91'

AutoCAD SHX Text 84.0

AutoCAD SHX Text 83.0

AutoCAD SHX Text 84.0

AutoCAD SHX Text 83.0

AutoCAD SHX Text 85.0

AutoCAD SHX Text 86.0

AutoCAD SHX Text 87.0

AutoCAD SHX Text 86.0

AutoCAD SHX Text 6 STREET SIDE SPACES 154 LF TYPE D CURB 151 LF 2' VALLEY CURB 32 LF TYPE F CURB 108 SY ASPHALT AND BASE 1585 SF OF 4" 3000 PSI CONCRETE SIDEWALK (STA ±13+90 - 17+10)SEE DETAIL SHEET 5 1074 SF IMPERVIOUS

AutoCAD SHX Text 7 STREET SIDE SPACES 176 LF TYPE D CURB 169 LF 2' VALLEY CURB 6 LF TYPE F CURB 125 SY ASPHALT AND BASE ±1120 SF 4" 3000 PSI CONCRETESIDEWALK SEE DETAIL SHEET 5 1245 SF IMPERVIOUS

AutoCAD SHX Text 83.0

AutoCAD SHX Text

150 LF RETAINING WALL TOP EL 87.0

AutoCAD SHX Text

66 LF OF TYPE D CURB W 3' TRANS. EACH SIDE

AutoCAD SHX Text

18.0' (TYP.)

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text 83.0

AutoCAD SHX Text 2.00'

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text 5 STREET SIDE SPACES 132 LF TYPE D CURB 132 LF 2' VALLEY CURB 6 LF TYPE F CURB 91 SY ASPHALT AND BASE 643 SF 3000 PSI CONCRETE SIDEWALK SEE DETAIL SHEET 5 906 SF IMPERVIOUS

AutoCAD SHX Text 78.0

AutoCAD SHX Text 0+00

AutoCAD SHX Text 84.0

AutoCAD SHX Text 82.0

AutoCAD SHX Text 80.0

AutoCAD SHX Text 88.0

AutoCAD SHX Text 86.0

AutoCAD SHX Text 88.0

AutoCAD SHX Text 80.0

AutoCAD SHX Text 82.0

AutoCAD SHX Text 84.0

AutoCAD SHX Text 78.0

AutoCAD SHX Text 0+20

AutoCAD SHX Text

0+40 EP

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text

1+00 EP

AutoCAD SHX Text 1+20

AutoCAD SHX Text

0+04.56 NWL 81.30

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHKD. BY

AutoCAD SHX Text SHEET NO. of

AutoCAD SHX Text

OVERALL SITE LAYOUT

AutoCAD SHX Text City of Winter Park

AutoCAD SHX Text Winter Park, Florida

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

PLOT CODE

AutoCAD SHX Text City Of Winter Park

AutoCAD SHX Text 401 Park Avenue South

AutoCAD SHX Text Winter Park, Florida 32789

AutoCAD SHX Text Telephone (407) 599-3233

AutoCAD SHX Text

LIBRARY EVENT CENTER PARKING EXPANSION

AutoCAD SHX Text

1"=20' @ ARCH D PLOT

AutoCAD SHX Text

FILE.CTB

AutoCAD SHX Text

FILE.DWG

AutoCAD SHX Text 00-00-00

AutoCAD SHX Text

ENGINEER OF RECORD

AutoCAD SHX Text

MATCH EXISTING GRADE AT TREES @ 4'H : 1'V MAX SLOPE4'H : 1'V MAX SLOPE

AutoCAD SHX Text

PROPOSED RETENTION 4:1 MAX. SIDE SLOPES 2049 CF VOLUME 2034 CF REQUIRED

AutoCAD SHX Text

228 LF 8" DRAIN PIPE

AutoCAD SHX Text 3 EA 8" X 6" LATERAL W/ C.O. 4" OR 6" DRAIN PIPE LATERAL TO EXISTING YARD DRAINS ±85 LF(SEE DETAIL SHEET 5)

AutoCAD SHX Text

RELOCATE EXISTING LIGHT (BY ELECTRIC UTILITY)

AutoCAD SHX Text SITE CONDITIONS AND DRAINAGE CALCULATIONS 3390 SF STREET SIDE PARKING AREA INCLUDED WITH PERMIT #SJRWMD ERP 20947-5 ERP 20947-5 EXISTING SITE AREA 0.37 ACRES PROPOSED SITE: 0.37 ACRES TOTAL SITE IMPERVIOUS: 13080 SF TREATMENT VOLUME REQUIRED: 1.25" / SF 13,080 SF IMPERVIOUS (1,362 CF) + 0.5"/ SITE 16,117 SF (671 CF) TOTAL VOLUME REQUIRED 2034 CF PROPOSED TREATMENT VOLUME 2049 CF

AutoCAD SHX Text

SHADED AREAS ARE PREVIOUSLY PERMITTED IMPERVIOUS COVERAGE. (TYP.)

AutoCAD SHX Text

±215 LF SILT FENCEPER FDOT INDEX 102

AutoCAD SHX Text

SEDIMENT PROTECTION AT ALL INLETS PER FDOT INDEX 102 (TYP.)

AutoCAD SHX Text

SEDIMENT PROTECTION AT ALL INLETS PER FDOT INDEX 102 (TYP.)

AutoCAD SHX Text

SEDIMENT PROTECTION AT ALL INLETS PER FDOT INDEX 102 (TYP.)

AutoCAD SHX Text ±.350 LF OF FENCEW/ 4' SWING GATE AND 12' SWING GATE FENCE TYPE, HEIGHT AND GATE LOCATIONS PER PARKS DEPARTMENT DIRECTION

AutoCAD SHX Text

SEDIMENT PROTECTION AT ALL INLETS PER FDOT INDEX 102 (TYP.)

AutoCAD SHX Text

REMOVE EX. MITERED END SECTION CAP AND ABANDON EX. PIPE

AutoCAD SHX Text

CAP AND ABANDON EX. PIPE

AutoCAD SHX Text

PROPOSED PAVED ACCESS MATCH EXISTING AT SAW CUTS 1650 SF IMPERVIOUS

AutoCAD SHX Text

33 PARKING SPACES 11,430 SF IMPERVIOUS

AutoCAD SHX Text

PROTECT EXISTING TREE GRADE 4'H : 1'V TO POND BOTTOM FROM DRIPLINE

AutoCAD SHX Text

BORING DRI-6 HAB-6

AutoCAD SHX Text

BORING DRI-5 HAB-5

AutoCAD SHX Text

BORING DRI-4 HAB-4

AutoCAD SHX Text

BORING DRI-3 HAB-3

AutoCAD SHX Text

BORING DRI-2 HAB-2

AutoCAD SHX Text

BORING DRI-1 HAB-1

AutoCAD SHX Text

BORING DRI-7 HAB-7

AutoCAD SHX Text

SECTION AA

CUT / FILL AREA 25,858 SF BELOW EL 88.65 CUT 383.1 CY FILL 40.34 CY AT EL 83.0 CUT 0.00 CY FILL 0.00 CY brick drive / parking

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text stop bar

AutoCAD SHX Text double yellow

AutoCAD SHX Text electric

AutoCAD SHX Text transformer

AutoCAD SHX Text tel-com

AutoCAD SHX Text vault

AutoCAD SHX Text

MORSE BOULEVARD

AutoCAD SHX Text

66 LF OF TYPE D CURB W 3' TRANS. EACH SIDE

AutoCAD SHX Text 5 STREET SIDE SPACES 132 LF TYPE D CURB 132 LF 2' VALLEY CURB 6 LF TYPE F CURB 91 SY ASPHALT AND BASE 643 SF 3000 PSI CONCRETE SIDEWALK SEE DETAIL SHEET 5 906 SF IMPERVIOUS

AutoCAD SHX Text D

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text bike

AutoCAD SHX Text rack

AutoCAD SHX Text sign

AutoCAD SHX Text x

AutoCAD SHX Text 4'chain link fence

AutoCAD SHX Text asphalt

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text rail fence

AutoCAD SHX Text conc walk

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text crepe

AutoCAD SHX Text myrtel

AutoCAD SHX Text bench

AutoCAD SHX Text 4'chain link fence

AutoCAD SHX Text hedge

AutoCAD SHX Text conc block

AutoCAD SHX Text building

AutoCAD SHX Text concrete

AutoCAD SHX Text electric

AutoCAD SHX Text outlet

AutoCAD SHX Text 18"mulberry

AutoCAD SHX Text conc block

AutoCAD SHX Text building

AutoCAD SHX Text

AutoCAD SHX Text monitoring

AutoCAD SHX Text well

AutoCAD SHX Text area drain

AutoCAD SHX Text area

AutoCAD SHX Text x

AutoCAD SHX Text gate

AutoCAD SHX Text drain

AutoCAD SHX Text x

AutoCAD SHX Text rock

AutoCAD SHX Text rubble

AutoCAD SHX Text x

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text gate

AutoCAD SHX Text cell tower

AutoCAD SHX Text elec

AutoCAD SHX Text jbox

AutoCAD SHX Text x

AutoCAD SHX Text

IRR

AutoCAD SHX Text foul line

AutoCAD SHX Text marker

AutoCAD SHX Text stadium

AutoCAD SHX Text lights

AutoCAD SHX Text concrete apron

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text

ELC

AutoCAD SHX Text

HPO

AutoCAD SHX Text

HPO

AutoCAD SHX Text bench

AutoCAD SHX Text

ELC

AutoCAD SHX Text hedge

AutoCAD SHX Text

AutoCAD SHX Text utility transmission

AutoCAD SHX Text high line

AutoCAD SHX Text

CURB INLET TOP=85.86 NE INV=81.20 W INV=81.25

AutoCAD SHX Text

SANITARY MANHOLE TOP=85.86 N INV=79.98 S INV=79.76 W INV=79.86

AutoCAD SHX Text

AIR QUALITY BUILDING FF EL 87.68

AutoCAD SHX Text

PARK MAINTENANCE BUILDING FF EL 87.89

AutoCAD SHX Text

9.0' TYP.

AutoCAD SHX Text

18.0' TYP.

AutoCAD SHX Text 24.0'

AutoCAD SHX Text

HARPER STREET

AutoCAD SHX Text 84.0

AutoCAD SHX Text 83.0

AutoCAD SHX Text 84.0

AutoCAD SHX Text 83.0

AutoCAD SHX Text 85.0

AutoCAD SHX Text 86.0

AutoCAD SHX Text 87.0

AutoCAD SHX Text 86.0

AutoCAD SHX Text 83.0

AutoCAD SHX Text

MES W/ PAD EL 80.50

AutoCAD SHX Text

RELOCATE EXISTING LIGHT (BY ELECTRIC UTILITY)

AutoCAD SHX Text

LATERAL CONNECTION TO EXISTING YARD DRAIN SIZE VARIES PER INLET

AutoCAD SHX Text

LATERAL CONNECTION TO EXISTING YARD DRAIN SIZE VARIES PER INLET

AutoCAD SHX Text

LATERAL CONNECTION TO EXISTING YARD DRAIN SIZE VARIES PER INLET

AutoCAD SHX Text

LATERAL CONNECTION TO EXISTING YARD DRAIN SIZE VARIES PER INLET

AutoCAD SHX Text

PIPE SIZE TO MATCH EXISTING SIZE VARIES PER INLET

AutoCAD SHX Text

SILT SCREEN PER FDOT INDEX 102

AutoCAD SHX Text

REMOVE EXISTING PVC PIPE END SECTION INV EL 80.52 CAP AND ABANDON EXISTING PIPE

AutoCAD SHX Text REMOVE EXISTING PVC MITERED END SECTION INV EL 82.82 CAP AND ABANDON EXITING PIPE

AutoCAD SHX Text

18.0' (TYP.)

AutoCAD SHX Text 33 PARKING SPACES 550 LF TYPE D CURB (W/ TRANSITIONS) 156 TYPE B CURB 1218 SY ASPHALT AND BASE SEE DETAIL THIS SHEET 11430 SF IMPERVIOUS

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text area

AutoCAD SHX Text drain

AutoCAD SHX Text 83.0

AutoCAD SHX Text 2.00'

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

ELC

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text D

AutoCAD SHX Text

SW INV.= 78.89

AutoCAD SHX Text

NE INV.= 78.40

AutoCAD SHX Text

TOP = 85.69

AutoCAD SHX Text double yellow (poor condition)

AutoCAD SHX Text D

AutoCAD SHX Text

CURB INLET TOP=86.11 S INV=82.38

AutoCAD SHX Text

HARPER STREET

AutoCAD SHX Text

FOUND NAIL & DISK NO IDENTIFICATION

AutoCAD SHX Text 50.00'

AutoCAD SHX Text

RIGHT-OF-WAY LINE

AutoCAD SHX Text

RIGHT-OF-WAY LINE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 86.81

AutoCAD SHX Text 87.3

AutoCAD SHX Text 86.93

AutoCAD SHX Text 86.87

AutoCAD SHX Text 87.14

AutoCAD SHX Text 86.46

AutoCAD SHX Text 86.83

AutoCAD SHX Text 86.31

AutoCAD SHX Text 86.98

AutoCAD SHX Text 86.62

AutoCAD SHX Text 86.87

AutoCAD SHX Text 86.52

AutoCAD SHX Text 87.36

AutoCAD SHX Text 86.41

AutoCAD SHX Text 87.36

AutoCAD SHX Text 88.3

AutoCAD SHX Text 89.6

AutoCAD SHX Text 87.45

AutoCAD SHX Text 89.3

AutoCAD SHX Text 88.3

AutoCAD SHX Text 89.0

AutoCAD SHX Text 88.68

AutoCAD SHX Text 88.55

AutoCAD SHX Text 88.62

AutoCAD SHX Text 88.73

AutoCAD SHX Text 89.47

AutoCAD SHX Text 87.16

AutoCAD SHX Text 87.33

AutoCAD SHX Text 87.22

AutoCAD SHX Text 87.25

AutoCAD SHX Text 87.04

AutoCAD SHX Text 86.93

AutoCAD SHX Text 88.3

AutoCAD SHX Text 87.99

AutoCAD SHX Text 87.79

AutoCAD SHX Text 87.78

AutoCAD SHX Text 88.03

AutoCAD SHX Text 88.20

AutoCAD SHX Text 89.2

AutoCAD SHX Text 87.6

AutoCAD SHX Text 88.2

AutoCAD SHX Text 89.2

AutoCAD SHX Text 89.8

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

CURB INLET TOP= 86.42 NE INV= 82.27 SW INV= 82.61 W INV= 82.50

AutoCAD SHX Text

18" VCP

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE APRON

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GATE

AutoCAD SHX Text 7 STREET SIDE SPACES 176 LF TYPE D CURB 169 LF 2' VALLEY CURB 6 LF TYPE F CURB 125 SY ASPHALT AND BASE ±1120 SF 4" 3000 PSI CONCRETESIDEWALK SEE DETAIL SHEET 5 1245 SF IMPERVIOUS

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHKD. BY

AutoCAD SHX Text SHEET NO. of

AutoCAD SHX Text

CONSTRUCTION SITE PLAN

AutoCAD SHX Text City of Winter Park

AutoCAD SHX Text Winter Park, Florida

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

PLOT CODE

AutoCAD SHX Text City Of Winter Park

AutoCAD SHX Text 401 Park Avenue South

AutoCAD SHX Text Winter Park, Florida 32789

AutoCAD SHX Text Telephone (407) 599-3233

AutoCAD SHX Text

LIBRARY EVENT CENTER PARKING EXPANSION

AutoCAD SHX Text

1"=20' @ARDH D PLOT

AutoCAD SHX Text

FILE.CTB

AutoCAD SHX Text

FILE.DWG

AutoCAD SHX Text 00-00-00

AutoCAD SHX Text

ENGINEER OF RECORD

AutoCAD SHX Text

MATCH EXISTING GRADE AT TREES AND SILT FENCE

AutoCAD SHX Text

3' TRANSITION TO B CURB (TYP.)

AutoCAD SHX Text

TRANSITION TYPE D CURB TO 8"X12" FLUSH CURB 3' TYP

AutoCAD SHX Text SAWCUT AND REMOVE 37 LF OF EXISTING TYPE B CURB AS NEEDED (CURB MAY BE CONSTRUCTED ADJACENT TO THE BACK OF THE EXISTING TYPE B CURB) CONSTRUCT TYPE D CURB PER EXISTING PAVEMENT (CURB) GRADES

AutoCAD SHX Text

TYPE D CURB

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 9, 2026.