FDOT_Drainage_Connection_Permit.pdf
PDF 37 MB Posted
- Solicitation number
- 2024-040
- Issued by
- Polk County, Florida
About this file
This document is a Florida Department of Transportation (FDOT) Drainage Connection Permit for the City of St. Cloud's 17th Street T-Ball and Baseball Field Improvements project. The permit, numbered 2023-D-594-00010, was approved on March 31, 2023, for the construction of softball and baseball fields within an existing city park. The project involves renovating T-ball fields, adding baseball fields, constructing two accessory restroom buildings, building a pole barn, and expanding parking on 12 acres of a 239-acre city-owned property. The project is located at 2897 17th Street in St. Cloud, Florida, and the drainage from the proposed stormwater pond will discharge into the city-owned Peghorn Slough/drainage canal.
The project site is zoned as Public (P) with a future land use designation of Public (PUB), situated on parcels 10-26-30-000U-0003-00000 and 10-26-30-00U0-0034-0000. The site consists primarily of Smyrna fine sand and is located in Zone X, which is outside the 500-year flood plain. The parking requirements are calculated at one space per 1,000 square feet, with 520 spaces required and 540 spaces provided. The project requires various approvals, including City of St. Cloud Site Development Plan (SDP) approval, South Florida Water Management District (SFWMD) Environmental Resource Permit (ERP), Florida Department of Environmental Protection (FDEP) water and sewer permits, site permit, and building permits.
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Text version
RULE 14-86.004, F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DRAINAGE CONNECTION PERMIT
850-040-06
ROADWAY DESIGN
02/19
To be completed by DOT
Drainage Connection Permit No. Date
Received By Maintenance Unit
State Road No. Work Program Project No.
Section No. Construction Project No.
Milepost Station
Instructions for Drainage Connection Permit
Pursuant to 14-86.004(5), F.A.C. Once approved by the Department, the drainage connection application and supporting documents become the Drainage Connection Permit.”
Each completed Drainage Connection Permit package shall include the following items. If an item does not apply to your project, indicate “Not Applicable” or “N/A.”
Included Part Title Completed by: Special Instructions 1 Permit Information Sheet Applicant 2 Certification by a Licensed
Professional Licensed Professional
Signed and Sealed
3 Certification Applicant Signature 4 Owner’s Authorization of a
Representative Owner Signature
5 Affidavit of Ownership or Control and Statement of Contiguous Interest
Owner Signature
6 Permit General Conditions FDOT 7 Permit Special Conditions FDOT 8 As-Built Certification Licensed
Professional Signed and Sealed – Submit within 15 working days of completion of construction
Attachment Legal Description Attachment Photographs of Existing
Conditions Attachment Location Map Attachment Grading Plan
Licensed Professional
Signed and Sealed Attachment Soil Borings Attachment Water Table / Percolation Attachment Calculations Attachment CD with Electronic Files of all
Submittal Items Scanned Images in pdf format
Note: Different Licensed Professionals may complete parts of the permit package. For example, the Licensed Professional signing and sealing the as-built certification may be different from the Licensed Professional who signed and sealed the calculations for the permit package.
EXCEPTIONS: Activities that qualify for an Exception are listed in Rule 14-86, F.A.C. A permit application to the Department is NOT required. However, if you desire verification whether the work qualifies for an exception, send a completed copy of this permit package with its requested information to the applicable FDOT District Office.
2023-D-594-00010
7.305-7.643
530/500/15
3/10/2023
594One-Stop Permitting System
Approved 2023-D-594-00010 Lorraine Edwards
3/31/2023
850-040-06
ROADWAY DESIGN
02/19
PART 1 – Permit Information Sheet
Select one: Permit Exception
Pursuant to 14-86.002(2), F.A.C. “Applicant means the owner of the adjacent property or the owner’s authorized representative.”
Applicant
Select one: Property Owner Owner’s Representative (Complete Part 4)
Name:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Property Owner (If not applicant)
Name:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Applicant's Licensed Professional
Name: Florida License Number:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Project Information:
Project Name:
Location:
STREET SR. NO. US HWY NO. CITY
COUNTY SECTION(S) TOWNSHIP(S) RANGE(S)
*Geographic Coordinates: Latitude (DMS.SSS): Longitude (DMS.SSS):
Benchmark Horizontal Datum: (/ .)
* State Plane Coordinates: Northing Easting:
Projection Zone: Florida North Florida East Florida West
Coordinate shall be the center of the driveway intersection with FDOT R/W, or, if there is no driveway connection, near the center of the property line nearest the state highway.
*Check with the FDOT Office for requirement.
34769
1003 Florida Avenue
Saint Cloud
811830.67
St. Cloud17th street/ NA / NA
281423.29
(407) 891-0452 ext. ______
Work proposed to be conducted in an area that contains an FDOT easement
(407) 891-0452 ext. ______
JOHN PORTER
Florida
3001 17th street
Florida
Civil Engineer, Osceola Engineering, Inc.
557007
83392
1420294 stephanie.holtkamp@stcloudfl.gov
Osceola 26
Parks and Recreation Director, City of St. Cloud
34769
FloridaSaint Cloud
St. Cloud jporter@osc-eng.com
(407) 957-7246 ext. ______ n/a
1003 Florida Avenue jporter@osc-eng.com
Stephanie Holtcamp
John Porter
Approved 2023-D-594-00010
RULE 14-86.004, F.A.C.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
850-040-06
ROADWAY DESIGN
02/19
Brief description of facility and proposed connection:
Briefly describe why this activity requires a Drainage Connection Permit (Include where the stormwater will discharge to FDOT right of way):
Work proposed to be conducted in an area that contains an FDOT easement
Construction of Softball/baseball fields on the existing city park. Discharge from the proposed stormwater pond is into the city owned Peghorn Slough/ drainage canal that has a drainage easement to FDOT over the peghorn slough/drainage canal
Approved 2023-D-594-00010
Approved 2023-D-594-00010
850-040-06
ROADWAY DESIGN
02/19
PART 6 Permit General Conditions
1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or any exclusive privilege and it does not authorize any injury to private property or invasion of private rights, or any infringement of Federal, State or local laws, rules or regulations; nor does it obviate the necessity of obtaining any required state or local approvals.
2. The drainage connection as authorized herein shall be constructed and thereafter maintained in accordance with the documents attached hereto and incorporated by reference herein. All work performed in the Department's right of way shall be done in accordance with the most current Department standards, specifications and the permit provisions. Such construction shall be subject to the inspection and approval of the Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage connection is in compliance with this permit.
3. The entire expense of construction within the Department right of way, including replacement of existing pavement or other existing features, shall be borne by the permittee.
4. The permittee shall maintain that portion of the drainage connection authorized herein located on p property in good condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.
5. If the drainage connection is not constructed, operated or maintained in accordance with this permit, the permit may be suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's right of way shall be at the permittee's expense.
6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjunction with road improvements.
7. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right, title, and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, assume all risk of and indemnify, defend and save harmless the Department from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges, regardless of the respective degrees of fault of the parties.
8. Utilities, including gas lines, may exist within the right of way. Prior to beginning work the permittee shall contact Sunshine State One Call of Florida, Inc at 811 or 800-432-4770, who will notify all utility owners near the scheduled project. The utility owners have two (2) full business days to provide locations of their respective facilities. The permittee shall be solely responsible for any damage to or conflicts with gas lines, utilities and/or third persons.
9. The permittee shall notify the Department of Transportation Maintenance Office located at Phone 48 hours in advance of starting any work on the drainage connection authorized by this permit and also 24 hours prior to any work within the right of way. Construction of any work on the right of way shall be completed within days after such notification. If such construction is not completed within days after such notification, the permittee shall notify the Department of the anticipated completion date.
10. This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval and if construction on the drainage connection is not completed by (Date) .
11. A permittee may request an extension of the Drainage Connection Permit expiration date by filing a written request for a permit time extension. All requests for time extensions must be received by the Department 15 working days prior to the expiration date.
12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
3/31/2024
Approved 2023-D-594-00010
850-040-06
ROADWAY DESIGN
02/19
PART 7 Permit Special Conditions To be completed by FDOT
The above request has been reviewed and has been found to meet the regulations as prescribed in Rule 14-86, F.A.C., and is hereby approved, subject to the following special conditions:
Department of Transportation:
Signature
Title Date
Lorraine Edwards OPERATIONS PROGRAM ENGINEER 3/31/2023 Approved
2023-D-594-00010
850-040-06
ROADWAY DESIGN
02/19
PART 8 As-Built Certification
Within 15 working days of completion of construction, you must send this certification to the Department office in which you filed your DOT Drainage Permit.
1. STORMWATER FACILITY INFORMATION
Permit No.:
Source (Project) Name:
Source Location: Street
City: County:
Source Owner:
Owner Address:
2. AS-BUILT CERTIFICATION
I hereby certify that this stormwater facility has been built substantially in accordance with the certified design plans, and that any substantial deviations (noted below) will not prevent the facility from functioning in compliance with the requirements of Chapter 14-86 F.A.C. when properly maintained and operated. These determinations have been based upon on-site observation of construction, scheduled and conducted by me or by a project representative under my direct supervision.
Name of Licensed Professional:
Florida License Number:
Company Name (if applicable):
Certificate of Authorization Number (if applicable):
Address:
City: State: Zip:
Telephone: Fax: Email:
Signature of Licensed Professional
Date
(Affix Seal)
Substantial deviations from the approved plans and specifications (attach additional sheets if required).
Lorraine Edwards
3/31/2023
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WPP
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18" SYCAMORE
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DRAINAGE INLET
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TOP = 71.79'
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N. INV. = 68.04'
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DRAINAGE INLET
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TOP = 71.19'
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S. INV. = 67.95'
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DRAINAGE INLET
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TOP = 68.82'
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N. INV. = 63.21'
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W. INV. = 63.21'
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DRAINAGE INLET
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TOP = 68.55'
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S. INV. = 63.08'
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2"BFP
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REC(2)
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PAVEMENT
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PAVEMENT
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END OF
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PAVEMENT
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12" PINE
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18" PINE
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8" PINE
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6" PINE
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12" PINE
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1" PINE
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12" PINE
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1" PINE
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12" PINE
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8" PALM
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2" CYPRESS
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18" RCP
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E. INV. = 69.15'
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W. INV. = 68.84'
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4" ELM
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INFO
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UTILITY
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VAULT
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IRR
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LIGHTNING
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PARK
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2' HIGH
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WALL
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4' HIGH
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WALL
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VOLLEYBALL NET
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GATE
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CLF
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15" PALM
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24" PALM
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TEL
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UTILITY
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VAULT
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HB
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CONC.
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DUGOUT
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1 STORY
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EXISTING BALLFIELD
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NOT INCLUDED AS A
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PART OF THIS SURVEY
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EXISTING BALLFIELD
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EXISTING BALLFIELD
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NOT INCLUDED AS A
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METAL BUILDING
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15" OAK
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DUGOUT
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TOP OF DITCH BANK
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ASPHALT
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DITCH
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CLAY BALLFIELD
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LIMEROCK ROAD
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ASPHALT
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DIRT ROAD
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CONC.
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8" PVC
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8" PVC
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8" PVC
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90' WIDE D.O.T. DITCH PER M.B. W, PG. 125
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OHU
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8" PVC
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8" PVC
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HORSE SHOE PITS
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RWM
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WM
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GARDEN AREA
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2" BACKFLOW PREVENTER
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6' CHAIN LINK FENCE
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6' CHAIN LINK FENCE
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BACKSTOP FENCE
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4' CHAIN LINK FENCE
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4' CHAIN LINK FENCE
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4' CHAIN LINK FENCE
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ASPHALT
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SITE BENCHMARK PK NAIL N 1420248.098 E 557198.459 ELEV 72.59' (29)
AutoCAD SHX Text N00°24'02"W 592.39'
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(CONTROL LINE)
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10" PVC
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SITE BENCHMARK PK NAIL N 1420840.472 E 557194.318 ELEV 71.04' (29)
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(407) 847-2179
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DRAWN BY: CRS
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CHECKED BY: RDB
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REVISIONS
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SHEET 1 OF 2
AutoCAD SHX Text 900 Cross Prairie Parkway, Kissimmee, Florida 34744
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SURVEYOR'S NOTES:
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. 1929 DATUM. REFERENCE BENCHMARK IS OC-754, A BRASS DISK LOCATED NEAR THE SOUTHEAST CORNER OF SEC. 15-26-30. ELEVATION = 71.42' BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE. (NAD 83, 2007 ADJUSTMENT) AS DETERMINED FROM GLOBAL POSITIONING SYSTEM (GPS). NO UNDERGROUND INSTALLATIONS, IMPROVEMENTS OR ROOF OVERHANGS HAVE BEEN LOCATED EXCEPTS AS NOTED HEREON. THE SURVEYOR HAS NOT MADE A SEARCH OF THE PUBLIC RECORDS FOR EASEMENTS, RESTRICTIONS, RESERVATIONS AND/OR RIGHTS-OF-WAY OF RECORD. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12097C0256G DATED JUNE 18, 2013, THE LAND AND THE IMPROVEMENTS AS SHOWN HEREON ARE NOT WITHIN A 100-YEAR FLOOD HAZARD ZONE. THE LAND IS IN ZONE "X". POINT ELEVATIONS WITH TWO DECIMAL PRECISION DENOTE PAVEMENT, CONCRETE AND TOP OF WATER SHOTS. ONE DECIMAL PRECISION DENOTES NATURAL GROUND OR A SOFT SHOT, ALL OTHERS ARE AS NOTED.
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CERTIFICATION:
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I HEREBY CERTIFY TO:
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OSCEOLA ENGINEERING, INC.
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REGISTRATION NO. 5700
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RICHARD D. BROWN, P.S.M.
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STATE OF FLORIDA
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(NOT VALID WITHOUT EMBOSSED SEAL)
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DATE
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TOPOGRAPHIC SURVEY
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PORTION OF WHEELER PARK
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NGVD 1929 VERTICAL DATUM
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SECT. 10 TWP. 26 S. RGE. 30 E.
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DATE OF SURVEY 8/17/21
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JOB #21-214
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CAD FILE# 21-214 EXP TOPO.DWG
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SCALE: 1"=50'
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LEGEND
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SECTION
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CORNER
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SECT.
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COR.
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TWP.
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RGE.
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TOWNSHIP
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RANGE
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SECONDS
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MINUTES
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CH.
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CHORD
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OFFICIAL RECORDS
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UTILITY EASEMENT
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IDENTIFICATION
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DEED BOOK
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PLAT BOOK
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DELTA
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ID
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DRAINAGE AND
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FINISH FLOOR ELEVATION
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RIGHT OF WAY
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MEASURED
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DESCRIBED
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PLAT
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AutoCAD SHX Text F/F
AutoCAD SHX Text R/W
AutoCAD SHX Text (M)
AutoCAD SHX Text (D)
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AutoCAD SHX Text (C)
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CALCULATED
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TANGENT
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ABBREVIATIONS
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POINT OF TANGENCY
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POINT OF CURVE
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POINT OF REVERSE CURVE
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ACRES
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AC.
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MORE OR LESS
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CHAIN LINK FENCE
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CLF
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WOOD FENCE
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WF
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EDGE OF PAVEMENT
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EP
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PAGE
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PG.
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BOOK
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BK.
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BARBED WIRE FENCE
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HOG WIRE FENCE
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LICENSED BUSINESS
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LICENSED SURVEYOR
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PROFESSIONAL
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NAIL AND TAB
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SURVEYOR
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PERMANENT CONTROL POINT
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AND MAPPER
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P.R.M. PERMANENT REFERENCE
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MONUMENT
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POINT OF INTERSECTION
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BM BENCHMARK
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C/L CENTERLINE
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FRM. FRAME
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STY. STORY
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C.B.S. CONCRETE BLOCK & STUCCO
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TX TRANSFORMER
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CONC. CONCRETE
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O/S OFFSET
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FD. FOUND
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LOWEST FLOOR ELEVATION
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GARAGE FLOOR ELEVATION
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CORRUGATED METAL PIPE
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REINFORCED CONCRETE PIPE
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INV.
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INVERT
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ALL PROPERTY CORNERS AS NOTED.
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ELEVATION
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EL.
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GUY WIRE ANCHOR
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CONCRETE POWER POLE
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WATER VALVE
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FIRE HYDRANT
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WOOD POWER POLE
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CLEAN OUT
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FIBERGLASS LIGHT POLE
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STORM SEWER M.HOLE
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SANITARY SEWER M.HOLE
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FIBER OPTIC MARKER
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GAS MARKER
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FLP
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WV
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GAS VALVE
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GV
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WOOD LIGHT POLE
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BENCHMARK
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FC
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WELL
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UNDERGROUND POWER LINE
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BE
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OHU
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BT
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GAS
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OVERHEAD POWER LINE
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BURIED TELEPHONE LINE
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BURIED GAS MAIN
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BURIED WATER LINE
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SAN
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BURIED SANITARY SEWER LINE
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METAL POWER POLE
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CONCRETE LIGHT POLE
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METAL LIGHT POLE
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MLP
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WM
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WATER METER
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RV
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RECLAIMED WATER VALVE
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RWM
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RECLAIMED WATER METER
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ARV
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AIR RELEASE VALVE
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CO
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SS
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GAS
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GM
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GAS METER
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TEL
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CATV
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CABLE TELEVISION RISER
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TELR
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TELEPHONE RISER
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TRANS
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ELECTRIC TRANSFORMER
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ELECTRIC SERVICE METER
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ESM
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TCB
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TELEPHONE CONTROL BOX
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TSC
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TRAF. SIGNAL CONTROL BOX
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TELEPHONE MARKER
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BOLLARD
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SIGN
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GRAPHIC SCALE
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IN FEET
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1 INCH = 50 FEET
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DATA POINT CONVERSION 10/19/21
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UTILITY LOCATES 10/28/21
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SANITARY INFO 11/3/21
Lorraine Edwards
3/31/2023
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24" OAK
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22" OAK
AutoCAD SHX Text SITE BENCHMARK NAIL AND DISK (LB 966) N 1420724.687 E 557759.504 ELEV 73.07' (29)
AutoCAD SHX Text SITE BENCHMARK NAIL AND DISK (LB 966) N 1420656.771 E 557759.504 ELEV 73.13' (29)
AutoCAD SHX Text N01°22'23"E 67.94'
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(CONTROL LINE)
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ASPHALT
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COVERED CONCRETE
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3' CHAIN LINK FENCE
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DIRT PATHWAY ±
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3' CHAIN LINK FENCE
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GRILLS
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3' CHAIN LINK FENCE
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5' CONCRETE SIDEWALK
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CONCRETE
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COVERED CONCRETE
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CONCRETE
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CONCRETE BLOCK STRUCTURE F/F EL.=72.84'
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ASPHALT
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PLAYGROUND AREA (SAND)
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5' CONCRETE SIDEWALK
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5' CONCRETE SIDEWALK
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6' CHAIN LINK FENCE
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6' CHAIN LINK FENCE
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6' CHAIN LINK FENCE
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(407) 847-2179
AutoCAD SHX Text Fax (407) 847-6140
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DRAWN BY: CRS
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CHECKED BY: RDB
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REVISIONS
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SHEET 2 OF 2
AutoCAD SHX Text 900 Cross Prairie Parkway, Kissimmee, Florida 34744
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SURVEYOR'S NOTES:
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. 1929 DATUM. REFERENCE BENCHMARK IS OC-754, A BRASS DISK LOCATED NEAR THE SOUTHEAST CORNER OF SEC. 15-26-30. ELEVATION = 71.42' BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE. (NAD 83, 2007 ADJUSTMENT) AS DETERMINED FROM GLOBAL POSITIONING SYSTEM (GPS). NO UNDERGROUND INSTALLATIONS, IMPROVEMENTS OR ROOF OVERHANGS HAVE BEEN LOCATED EXCEPTS AS NOTED HEREON. THE SURVEYOR HAS NOT MADE A SEARCH OF THE PUBLIC RECORDS FOR EASEMENTS, RESTRICTIONS, RESERVATIONS AND/OR RIGHTS-OF-WAY OF RECORD. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12097C0256G DATED JUNE 18, 2013, THE LAND AND THE IMPROVEMENTS AS SHOWN HEREON ARE NOT WITHIN A 100-YEAR FLOOD HAZARD ZONE. THE LAND IS IN ZONE "X". POINT ELEVATIONS WITH TWO DECIMAL PRECISION DENOTE PAVEMENT, CONCRETE AND TOP OF WATER SHOTS. ONE DECIMAL PRECISION DENOTES NATURAL GROUND OR A SOFT SHOT, ALL OTHERS ARE AS NOTED.
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TOPOGRAPHIC SURVEY
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PORTION OF WHEELER PARK
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NGVD 1929 VERTICAL DATUM
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SECT. 10 TWP. 26 S. RGE. 30 E.
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DATE OF SURVEY 8/17/21
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JOB #21-214
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CAD FILE# 21-214 EXP TOPO.DWG
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SCALE: 1"=20'
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LEGEND
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SECTION
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CORNER
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SECT.
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COR.
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TWP.
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RGE.
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TOWNSHIP
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RANGE
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SECONDS
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MINUTES
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DEGREES
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CH.
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CHORD
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OFFICIAL RECORDS
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UTILITY EASEMENT
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IDENTIFICATION
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DEED BOOK
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PLAT BOOK
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DELTA
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LENGTH
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CHORD BEARING
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RADIUS
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POINT OF COMMENCEMENT
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POINT OF BEGINNING
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ID
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AutoCAD SHX Text L
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AutoCAD SHX Text R.
AutoCAD SHX Text P.O.C.
AutoCAD SHX Text P.O.B.
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DRAINAGE AND
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FINISH FLOOR ELEVATION
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RIGHT OF WAY
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MEASURED
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DESCRIBED
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PLAT
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AutoCAD SHX Text F/F
AutoCAD SHX Text R/W
AutoCAD SHX Text (M)
AutoCAD SHX Text (D)
AutoCAD SHX Text (P)
AutoCAD SHX Text (C)
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CALCULATED
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TANGENT
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ABBREVIATIONS
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POINT OF TANGENCY
AutoCAD SHX Text P.T.
AutoCAD SHX Text P.C.
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POINT OF CURVE
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POINT OF REVERSE CURVE
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ACRES
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AC.
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MORE OR LESS
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CHAIN LINK FENCE
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CLF
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WOOD FENCE
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WF
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EDGE OF PAVEMENT
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EP
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PAGE
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PG.
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BOOK
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BK.
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BARBED WIRE FENCE
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HOG WIRE FENCE
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LICENSED BUSINESS
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LICENSED SURVEYOR
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AutoCAD SHX Text P.S.M.
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PROFESSIONAL
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NAIL AND TAB
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SURVEYOR
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PERMANENT CONTROL POINT
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AND MAPPER
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P.R.M. PERMANENT REFERENCE
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MONUMENT
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POINT OF INTERSECTION
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BM BENCHMARK
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C/L CENTERLINE
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FRM. FRAME
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STY. STORY
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C.B.S. CONCRETE BLOCK & STUCCO
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TX TRANSFORMER
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CONC. CONCRETE
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O/S OFFSET
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FD. FOUND
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LOWEST FLOOR ELEVATION
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GARAGE FLOOR ELEVATION
AutoCAD SHX Text G.F.E.
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CORRUGATED METAL PIPE
AutoCAD SHX Text C.M.P.
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REINFORCED CONCRETE PIPE
AutoCAD SHX Text R.C.P.
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INV.
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INVERT
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ALL PROPERTY CORNERS AS NOTED.
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ELEVATION
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EL.
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GUY WIRE ANCHOR
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CONCRETE POWER POLE
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WATER VALVE
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FIRE HYDRANT
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WOOD POWER POLE
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CLEAN OUT
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FIBERGLASS LIGHT POLE
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STORM SEWER M.HOLE
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SANITARY SEWER M.HOLE
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FIBER OPTIC MARKER
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GAS MARKER
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FLP
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WV
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GAS VALVE
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GV
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WOOD LIGHT POLE
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BENCHMARK
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FC
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WELL
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UNDERGROUND POWER LINE
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BE
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OHU
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BT
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GAS
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OVERHEAD POWER LINE
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BURIED TELEPHONE LINE
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BURIED GAS MAIN
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BURIED WATER LINE
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SAN
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BURIED SANITARY SEWER LINE
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METAL POWER POLE
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CONCRETE LIGHT POLE
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METAL LIGHT POLE
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MLP
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WM
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WATER METER
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RV
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RECLAIMED WATER VALVE
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RWM
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RECLAIMED WATER METER
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ARV
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AIR RELEASE VALVE
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CO
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SS
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GAS
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GM
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GAS METER
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TEL
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CATV
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CABLE TELEVISION RISER
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TELR
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TELEPHONE RISER
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TRANS
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ELECTRIC TRANSFORMER
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ELECTRIC SERVICE METER
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ESM
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TCB
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TELEPHONE CONTROL BOX
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TSC
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TRAF. SIGNAL CONTROL BOX
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TELEPHONE MARKER
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BOLLARD
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SIGN
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GRAPHIC SCALE
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IN FEET
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1 INCH = 20 FEET
PROPERTY LOCATION :
DESIGN STANDARDS :
SET BACKS :
INTENDED USE:
10-26-30-000U-0003-00000 & 10-26-30-00U0-0034-0000
2897 17TH STREET, ST CLOUD, FLORIDA
PUBLIC - PLAYFIELDS, LAND RESOURCES
FLOOD STATEMENT:
ZONING: P FUTURE LAND USE: PUB
MAXIMUM FAR = 0.60
MININUM LOT AREA = 20,000 SF
MINIMUM LOT WIDTH = 150'
MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A
FRONT = 25 FT
REAR = 15 FT
SIDE = 15 FT / 25 FT SECONDARY STREET
SOILS:
ACCORDING TO THE SOIL SURVEY OF OSCEOLA COUNTY, FLORIDA THIS
PROPERTY CONSISTS PRIMARILY OF SMYRNA FINE SAND.
PER FEMA COMMUNITY PANEL NUMBER 12097C0256G EFFECTIVE JUNE 18,
2013, THE SITE LIES WITHIN ZONE X (WHITE) AREAS DETERMINED TO BE
OUTSIDE OF THE 500 YEAR FLOOD PLAIN
PARKING REQUIRED (LDC 3.18 TABLE III-8): RECREATION ONE SPACE PER 1,000 SF
REFER TO FIGURE 1 PARKING JUSTIFICATION FOR ANALYSIS OF PARKING NEEDS.
REQUIRED PARKING NEEDED = 540 SPACES AND PARKING PROVIDED = 557 SPACES.
PARKING CALCULATION :
RENOVATED T-BALL FIELDS, ADDITIONAL BASEBALL FIELDS, TWO ACCESSORY
RESTROOM BUILDINGS, ONE ACCESSORY POLE BARN AND EXPANDED
PARKING TO BE CONSTRUCTED UPON 12± ACRES OF AN EXISTING SPORTS
COMPLEX WITHIN A 239± ACRE CITY OWNED PROPERTY
PROJECT DESCRIPTION
SITE DATA
LOCATION MAP
CITY OFFICIALS
THE CITY OF ST. CLOUD, FLORIDA
MAYOR: NATHAN BLACKWELL
DEPUTY MAYOR: LINETTE MATHENY
COUNCIL MEMBERS: DAVE ASKEW
KEITH TRACE
CITY MANAGER : BILL STURGEON
DEPUTY
CITY MANAGER: VERONICA MILLER
PARKS & REC
DIRECTOR: STEPHANIE HOLTKAMP
17TH STREET T-BALL &
BASEBALL FIELD
IMPROVEMENTS
SITE DEVELOPMENT PLANS
3001 17TH STREET
ST. CLOUD, FL 34769
PHONE: (407) 957-7246
FAX: (407) 892-4309
NORTH
SCALE: 1" =
2,000'
Project Area
LEGAL DESCRIPTION SITE DATA SHEET INDEX
SHEET ID TITLES 1/2 OF NW 1/4 & SW 1/4 LESS BEG AT NW COR OF SW 1/4 OF NW 1/4, E 128.62 FT, S 39
DEG W 202.45 FT, N 156.74 FT TO POB LESS COM AT NE COR OF S 1/2 OF NW 1/4 OF
10-26-30, WLY 474 FT, S 30 FT TO POB; S 150 FT, W 298 FT, S 122 FT, W 124 FT, N 272 FT, E 422 FT TO POB
Ca ll h o u rs before y ou dig in
F l o r ida
SFWMD
Orlando Service Center 1707 Orlando Central Parkway Suite 200, Orlando, FL 32809 Phone:(407) 858-6100
UTILITY PROVIDERS
WATER & SEWER
CITY OF ST. CLOUD
1300 9TH STREET
ST. CLOUD, FL 34769
Phone: (407) 957-7344
CENTURY LINK
33 N. MAIN STREET
WINTER GARDEN, FL 34787
Phone: (407) 814-5344
OUC
6003 PERSHING AVENUE
ORLANDO, FL 32802
Phone: (407) 423-9100 X4885
TELEPHONE
DRAINAGE
ELECTRICITY
BRIGHTHOUSE
844 MAGUIRE ROAD
ORLANDO, FL 34761
Phone (407) 532-5809
CABLE
NOTES
1. THE SITE CONTRACTOR TO CONTACT ALL RIGHT-OF-WAY USERS PRIOR TO
PRE-CONSTRUCTION CONFERENCE CONFERENCE WITH CITY OF ST. CLOUD.
2.
PROJECT TEAM
SDP22-00037
osceola engineering i n c o r p o r a t e d
1003 Florida Avenue, Saint Cloud, FL 34769 fax 407.891.9173phone 407.891.0452
17TH
STREET
T-BALL &
THE CITY OF
ST. CLOUD
IMPROVEMENTS
BASEBALL
FIELD
100% DESIGN
JOHN RYAN PORTER, P.E. NO. 83392
CIVIL OSCEOLA ENGINEERING, INC.
LANDSCAPE OSCEOLA ENGINEERING, INC.
SURVEY JOHNSTON'S SURVEY, INC.
GEOTECHNICAL NATIVE GEOSCIENCE, INC.
ARCHITECT SONG & ASSOCIATES
MEP OCI
STRUCTURAL BBM STRUCTURAL
APPROVALS/PERMITS REQUIRED
1. CITY OF ST CLOUD SDP APPROVAL
2. SFWMD ERP
3. FDEP WATER & SEWER PERMITS / EXEMPTION
4. SITE PERMIT
5. BUILDING PERMITS
C0.001 COVER SHEET
C0.002 TOHO WATER AUTHORITY GENERAL NOTES
C0.003 GENERAL NOTES
C0.004 DEMOLITION & EROSION CONTROL PLAN
C0.005 DEMOLITION &EROSION CONTROL PLAN 'T' BALL FIELDS
C0.006 MASS GRADING PLAN
C1.000 MASTER SITE PLAN
C1.001 GEOMETRY PLAN
C1.002 GEOMETRY PLAN - 'T' BALL AREA
C2.001 PAVING, GRADING & DRAINAGE PLAN
C2.002 PAVING, GRADING & DRAINAGE PLAN - 'T' BALL AREA
C2.003 POND PLAN & DETAILS
C2.004 POND PLAN & DETAILS
C3.001 UTILITY SITE PLAN
C3.002 UTILITY SITE PLAN - 'T' BALL FIELD
C6.001 TYPICAL SECTIONS & DETAILS
C6.002 TYPICAL SECTIONS & DETAILS
C6.003 TOHO WATER AUTHORITY DETAILS
C6.004 TOHO WATER AUTHORITY DETAILS
C6.005 STANDARD CITY DETAILS
C6.006 STANDARD CITY DETAILS
C6.007 STANDARD CITY DETAILS
L1.000 MASTER PLANTING PLAN
L1.001 PLANTING PLAN WEST FIELDS
L1.002 PLANTING PLAN 'T' BALL FIELDS
L2.001 IRRIGATION PLAN WEST FIELDS
L2.002 IRRIGATION PLAN 'T' BALL FIELDS
L5.001 LANDSCAPE PLANTING AND IRRIGATION NOTES & DETAILS
L5.002 LANDSCAPE IRRIGATION PUMP STATION NOTES & DETAILS
CONSULTANT & SUPPLEMENTARY SHEETS
1 OF 2 TOPOGRAPHIC SURVEY PORTION OF WHEELER PARK
A202 EXTERIOR ELEVATIONS
E010 SITE PLAN - ELECTRICAL
E011 SITE PLAN - T-BALL FIELD - ELECTRICAL
E012 SITE PLAN - BASEBALL FIELD - ELECTRICAL
E013 SITE PLAN - T-BALL FIELD - PHOTOMETRICS
E014 SITE PLAN - BASEBALL FIELD - PHOTOMETRICS
FIGURE 1 PARKING JUSTIFICATION
Approved 2023-D-594-00010 Lorraine Edwards
3/31/2023 jporter Typewritten Text P jporter Typewritten Text Plans shall be considered preliminary and not for construction until all permits are received from authority's having jurisdiction over the construction.
jporter Typewritten Text jporter Typewritten Text
SDP22-00037
osceola engineering i n c o r p o r a t e d
1003 Florida Avenue, Saint Cloud, FL 34769 fax 407.891.9173phone 407.891.0452
17TH
STREET
T-BALL &
THE CITY OF
ST. CLOUD
IMPROVEMENTS
BASEBALL
FIELD
100% DESIGN
JOHN RYAN PORTER, P.E. NO. 83392
General:
1. Construct utilities in accordance to TWA approved plans and shop drawings. Any deviation from the approved plans shall be approved by the DEVELOPER'S ENGINEER and TWA
2. A preconstruction meeting with the TWA's staff is required prior to initiating construction.
3. All required permits shall be obtained prior to initiating construction.
4. A minimum12 foot wide access road shall be provided for all TWA owned utilities, which are located outside of roadways. The top 8" of the access road shall be stabilized to a Florida Bearing Value of 75 psi, and compacted to 98% of AASHTO T-180.
5. Pipe deflection cannot exceed 50% of the pipe manufacturer's recommendation.
6. Reference TWA's Standards, Specifications and Details, latest Edition for issues not specifically addressed below or on the TWA Accepted construction plans.
7. Current edition of TWA's Standards, Specifications and Details, at time of TWA plan acceptance shall supersede Accepted Plans. It is the contractor's responsibility to ensure TWA Standards, Specifications and Details are adhered to in construction.
Permits, Plans, Shop Drawings:
1. Permits or Letters of Determination from FDEP shall be obtained for the sanitary sewer collection system and water distribution system prior to commencement of construction.
2. A stamped approved set of plans by TWA shall be present on the site at all times. Approved plans are valid for 12 months from the date of approval. If construction does not begin within the 12 month period, the DEVELOPER must contact TWA for a project status review and approval extension.
3. A minimum of three sets of shop drawings shall be submitted to TWA for review and approval prior to construction.
4. Installation of materials and/or structures prior to shop drawing approval is done at the Contractor's own risk.
5. Two hard copies and one electronic copy of record drawings shall be submitted to TWA at or before the final inspection. Record drawings shall conform to sections 11.6 of TWA Standards, Specifications and Details.
Water Testing:
1. Water line shall be installed, cleaned, flushed, disinfected and bacteriologically tested and cleared for service in accordance with the latest AWWA standards and FDEP rules and regulations.
All water distribution systems shall be flushed clean of all deleterious material prior to any testing. Full diameter flushing is required.
Lines 4” and greater shall be pigged.
2. Water line shall be pressure tested in accordance with AWWA-C600 (ductile iron pipe) and AWWA- C605/M23 (PVC pipe) specifications at 150 psi and witnessed by TWA personnel. No leakage shall be allowed. Schedule test a minimum of 72 hours in advance.
3. All water mains shall be disinfected in accordance with the latest version of AWWA C651 and witnessed by TWA personnel.
4. All bacteriological samples shall be witnessed by TWA personnel.
Water - Materials:
1. PVC pipe: four (4) inches through twelve (12) inches shall be AWWA C-900, latest edition. Fourteen
(14) inches through thirty-six (36) inches shall be AWWA C-905, latest edition.
2. DIP pipe: four (4)” through fifty-four (54)” shall be ANSI/AWWA A21.51/C151 with a minimum working pressure class 150 pipe.
Any fittings required shall be mechanical joint ductile iron conforming to ANSI/AWWA A21.10/C110, 250 psi minimum pressure rating, or ductile iron compact fittings in accordance with ANSI/AWWA A21.53/C153.
Joints for ductile iron pipe shall be push-on or mechanical joints conforming to ANSI/AWWA A21.11/C111. Above ground joints shall be flanged with T5 cadmium plated bolts, nuts and washers. Flanged joints shall conform to ANSI Standard B 16.1-125 LB.
Where ductile iron pipe and fittings are to be below ground or installed in a casing pipe the coating shall be a minimum 1.0 mil thick in accordance with ANSI/AWWA A21.51/C151.
Where ductile iron pipe and fittings are to be installed above ground, pipe, fittings and valves shall be thoroughly cleaned and given one field coat (minimum 1.5 mils dry thickness) of rust inhibitor primer, and two finish coats (minimum 1.5 mils dry thickness each).
All ductile iron pipe and fittings shall have an interior protective lining of cement-mortar with a seal coat of asphaltic material in accordance with ANSI/AWWA A21.4/C104.
The pipe shall be polyethylene encased (8 mil) where shown on the PLANS, in accordance with ANSI/AWWA A21.51/C105.
3. Polyethylene pipe: four (4)” through twelve (12)” shall be AWWA standard C906, PE3408 latest edition. The polyethylene pipe shall have a minimum working pressure rating of 160 psi and shall have a standard dimension ratio (SDR) of 11. Pipe shall be the same ID as ductile iron pipe.
Polyethylene pipe shall have fusion bonded joints.
Fittings used with polyethylene pipe shall be fusion fittings in accordance with AWWA Standard C906.
4. Service pipes: All service lines shall be 1", 1-1/2" or 2" blue, PC200, SDR9, polyethylene tubing conforming to specifications in AWWA C901, PE3608. 4” and larger service pipe shall be C-900 PVC or DIP. 3” service pipe shall not be permitted.
5. Valves shall be resilient wedge gate valves.
6. Valves shall be located at not more than 500 foot intervals in commercial, industrial and high density residential areas and at not more than 1000 foot intervals in all other areas. Appropriate valving shall also be provided at the downstream sides of tees and crosses and both sides of a directional bore or jack and bore.. This shall include all sides of tees and crosses within looped systems, where flow is potentially multidirectional.
7. All meters shall be installed by TWA after all payment of applicable fees and charges. All meters 2” and less in size shall be installed underground in an approved meter box. Meters larger than 2” shall be installed above ground. In general, meters 2 inch and larger shall be located in a meter easement located adjacent to the public right of way and outside of paved areas.
Reuse Testing:
1. Reuse line shall be installed, cleaned, flushed, disinfected and bacteriologically tested and cleared for service in accordance with the latest AWWA standards and FDEP rules and regulations.
All reuse distribution systems shall be flushed clean of all deleterious material prior to any testing. Full diameter flushing is required.
Lines 4” and greater shall be pigged.
2. Reuse lines shall be pressure tested in accordance with AWWA-C600 (ductile iron pipe) and AWWA- C605/M23 (PVC pipe) specifications at 150 psi and witnessed by TWA personnel. No leakage shall be allowed. Schedule test a minimum of 72 hours in advance.
3. All reuse mains shall be disinfected in accordance with the latest version of AWWA C651 and witnessed by TWA personnel.
4. All bacteriological samples shall be witnessed by TWA personnel.
Reuse Materials:
1. PVC pipe: four (4) inches through twelve (12) inches shall be AWWA C-900, latest edition. Fourteen
(14) inches through thirty-six (36) inches shall be AWWA C-905, latest edition.
2. DIP pipe: four (4)” through fifty-four (54)” shall be ANSI/AWWA A21.51/C151 with a minimum working pressure class 150 pipe.
Any fittings required shall be mechanical joint ductile iron conforming to ANSI/AWWA A21.10/C110, 250 psi minimum pressure rating, or ductile iron compact fittings in accordance with ANSI/AWWA A21.53/C153.
Joints for ductile iron pipe shall be push-on or mechanical joints conforming to ANSI/AWWA A21.11/C111. Above ground joints shall be flanged with T5 cadmium plated bolts, nuts and washers. Flanged joints shall conform to ANSI Standard B 16.1-125 LB.
Where ductile iron pipe and fittings are to be below ground or installed in a casing pipe the coating shall be a minimum 1.0 mil thick in accordance with ANSI/AWWA A21.51/C151.
Where ductile iron pipe and fittings are to be installed above ground, pipe, fittings and valves shall be thoroughly cleaned and given one field coat (minimum 1.5 mils dry thickness) of rust inhibitor primer, and two finish coats (minimum 1.5 mils dry thickness each).
All ductile iron pipe and fittings shall have an interior protective lining of cement-mortar with a seal coat of asphaltic material in accordance with ANSI/AWWA A21.4/C104.
The pipe shall be polyethylene encased (8 mil) where shown on the PLANS, in accordance with ANSI/AWWA A21.51/C105.
3. Polyethylene pipe: four (4)” through twelve (12)” shall be AWWA standard C906, PE3408 latest edition. The polyethylene pipe shall have a minimum working pressure rating of 160 psi and shall have a standard dimension ratio (SDR) of 11. Pipe shall be the same ID as ductile iron pipe.
Polyethylene pipe shall have fusion bonded joints.
Fittings used with polyethylene pipe shall be fusion fittings in accordance with AWWA Standard C906.
4. Service pipes: All service lines shall be 1", 1-1/2" or 2" purple, PC200, SDR9, polyethylene tubing conforming to specifications in
AWWA C901, PE3608. 4” and larger service pipe shall be C-900 PVC or DIP. 3” service pipe shall not be permitted.
5. Valves shall be resilient wedge gate valves.
6. Valves shall be located at not more than 500 foot intervals in commercial, industrial and high density residential areas and at not more than 1000 foot intervals in all other areas. Appropriate valving shall also be provided at the downstream sides of tees and crosses and both sides of a directional bore or jack and bore. This shall include all sides of tees and crosses within looped systems, where flow is potentially multidirectional.
7. All meters shall be installed by the TWA after all payment of applicable fees and charges. All meters 2” and less in size shall be installed underground in an approved meter box. Meters larger than 2” shall be installed above ground. In general, meters 2 inch and larger shall be located in a meter easement located adjacent to the public right of way and outside of paved areas.
Sewer Testing:
Prior to any testing to be witnessed, all passing soil density tests and slope surveys shall be submitted to the TWA Engineer and to the TWA Inspector.
1. All sanitary manholes shall be inspected by TWA personnel.
2. Sanitary sewers shall be video inspected and witnessed by TWA personnel.
3. Sanitary sewers shall be low pressure air tested with no allowable loss and witnessed by TWA personnel. Schedule test a minimum of 72 hours in advance.
Gravity Sewer Materials:
1. PVC pipe: four (4)” through fifteen (15)” shall be ASTM D3034, SDR 35. The joints shall be integral bell elastomeric gasket joints manufactured in accordance with ASTM D3212 and ASTM F477/ Applicable UNI-Bell Plastic Pipe Association standard is UNI B-4.
PVC pipe: eighteen (18)” through twenty-seven (27)” shall be ASTM F679, SDR 35. The joints shall be integral bell elastomeric gasket joints manufactured in accordance with ASTM D3212 and ASTM F477/ Applicable UNI-Bell Plastic Pipe Association standard is UNI B-7.
All PVC pipe shall bear the NSF-DW seal. The minimum standard length of pipe shall be thirteen (13) feet. PVC pipe with less than 15 ft of cover shall be SDR 35; 15 to 20 ft shall be SDR 26; and 20 to 30 ft shall be SDR 18.
2. DIP pipe: ANSI/AWWA A21.51/C151, class thickness designed per ANSI/AWWA A21.50/C150, with push on joints. An interior protective lining of “Protecto 401" epoxy, or equal, with a minimum dry film thickness 40 mils.
3. Joint Materials:
- PVC sewer pipe joints shall be flexible elastomeric seals per ASTM D3212.
- DIP and fitting joints shall be “push-on” or mechanical joints conforming to ANSI A21.11.
- Joints between pipes of different materials shall be made with a rigid, PVC, adaptor coupling. Fernco adapters are not allowed.
Sewer Force Mains - Testing:
1. Force main piping shall be installed and pigged until clean.
2. Force main shall be pressure tested in accordance with AWWA-C600 (ductile iron pipe) and AWWA- C605/M23 (PVC pipe) specifications at 100 psi or 1.5 times the operating pressure, whichever is greater for a minimum of 2 hours and witnessed by TWA personnel. No leakage shall be allowed. Schedule test a minimum of 72 hours in advance.
Sewer Force Mains Materials:
1. PVC pipe: four (4)” through twelve (12)” shall be AWWA standard C900 and a dimension ratio (DR) of 25.
PVC pipe shall be integral bell, push-on type joints.
2. DIP pipe: four (4)” through fifty-four (54)” shall be ANSI/AWWA A21.51/C151 with a minimum of pressure class 150 and lined with Protecto 401 or equal.
All fittings shall be mechanical joint ductile iron conforming to ANSI/AWWA A21.10/C110, 250 psi minimum pressure rating, four (4) through twelve (12)”.
Joints for DIP shall be push-on or mechanical joints and joints for fittings shall be mechanical joints conforming to ANSI/AWWA A21.11/C111.
Above ground joints shall be flanged with T5 cadmium plated bolts, nuts, and washers. Flanged joints shall conform to ANSI Standard
B16.1-125 LB.
Where ductile iron pipe and fittings are to be below ground or installed in a casing pipe the coating shall be a minimum 1.0 mil thick in accordance with ANSI/AWWA A21.51/C151.
Where ductile iron pipe and…
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