Civil_Plans_-_BID_SET_-_17th_Street_Ball_Field_2024-02-23.pdf

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 KOLBY URBAN

COUNCIL MEMBERS LINETTE MATHENY

KEN GILBERT

SHAWN FLETCHER

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. ENGINEERING SIGNATURE AND SEAL IF PROVIDED ON COVER

SHEET SHALL ONLY APPLY TO C0.001-C6.007.

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

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 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 “Protecto 401" epoxy or equal with a minimum dry film thickness of 40 mils.

The pipe shall be polyethylene encased (8 mil) where shown on the PLANS, in accordance with ANSI/AWWA A21.51/C105.

3. Polyethylene (PE3408) pipe: four (4)” through twelve (12)” shall be in accordance with AWWA standard C906, latest edition. The polyethylene pipe shall have a minimum working pressure rating of 100 psi and shall have a dimension ratio (DR) of 17.

Polyethylene pipe shall have fusion bonded joints.

Fittings used with polyethylene pipe shall be fusion fittings in accordance with AWWA Standard C906.

8. Wastewater force mains shall be equipped with air release valves located at piping high points immediately upstream of dips, or other elevation declines.

9. Valves shall be resilient wedge gate valves.

10. Valves shall be located at not more than 2,000 foot intervals in all areas.

Separation Requirements:

Per F.D.E.P. requirements and subject to TWA approval. Miscellaneous:

1. All tie-ins to existing manholes shall be core drilled. Connect pipe to manhole using a flexible connector or approved A-lok.

2. All mechanical joints shall be restrained. Thrust blocks are not allowed for TWA maintained infrastructures.

3. Maintain a minimum of 36" of cover measured from the bottom of the sub-grade over all pipes. If less than 36" of cover, use DIP and notify engineer for evaluation.

4. Galvanized pipe is not allowed and if encountered shall be replaced with approved materials.

5. Marking tape shall be installed 12" to 18" over all pipe. All PVC pipe shall be green in color (for sewer), blue in color (for water) and purple in color (for reuse). DIP shall have a continuous 2" wide, permanent green/blue/purple stripe (oil based enamel) on the top of the pipe.

6. A continuous, insulated 14 gauge copper wire shall be installed under the pipe and be accessible at each valve box. Directional bores shall use 8 gauge steel core copper and 8 gauge copper wire. One

(1) each at a minimum.

7. Only rigid adapters shall be permitted unless transitioning to clay pipe.

8. In general, one compaction test shall be taken for each 12" layer of fill from the springline of the pipe to the finish grade for each 300 feet of pipe and for every 100 square feet of backfill around structures.

9. All existing water, reuse and sanitary appurtenances on a project site or affected by project WORK shall be protected during construction and shall be brought to finished grade per the STANDARD CONSTRUCTION DETAILs.

10. All tree and shrub root balls shall be placed with a minimum of 5' horizontal separation from Toho maintained utilities.

11. If the underground contractor de-mobilizes between phases of a project and the water distribution system has been cleared for use by FDEP, the contractor will be required to install automatic flushing devices on all water main dead-ends whether intended as stub-outs or as incomplete construction. If the site has not been cleared for use by FDEP, the contractor will be required to physically disconnect all un-cleared mains from the points-of-connection to cleared mains.

12. When required by another regulatory agency, masonry walls around lift stations shall require barbed wire at the top of the wall. At TWA's discretion, alternative anti-climb measures may also be utilized in place of barbed wire, however, signage will be required on all exterior walls indicating the use of anti- climb measures that may not be visible.

13. All permanent structures including, but not limited to: building foundations, walls, and light poles shall be placed with a minimum 10' horizontal separation from all TWA owned infrastructure.

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

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

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

NO

P

AR

KI

NG

F

IR

E

LA

NE

POND D

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

LEGEND

EXISTING GRADE

PROPOSED GRADE

THE GEOTECHNICAL REPORT FOR THIS

PROJECT NOTED CONSTRUCTION DEBRIS

SCATTERED THROUGHOUT THE PROJECT

AREA. THE PURPOSE OF THIS PLAN IS TO

REMOVE SOIL AND MOVE SOIL IN A MANNOR

THAT WILL ENSURE THAT CLEAN FILL IS

PROVIDED ON THE UPPER LAYER OF THE

FACILITY. THE CONTRACTOR WILL NEED TO

MASS GRADE THE FACILITY AND PROVIDE A

FULL AS-BUILT TOPOGRAPHIC SURVEY

PRIOR TO IMPORTING FILL MATERIAL

AR

KI

NG

F

IR

E

LA

NE

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

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

FDOT DITCH PER SURVEY &

EASEMENT PER PROPERTY

APPRAISER GIS

LOCATION FOR

RESTROOM BUILDING

LOCATION FOR

RESTROOM BUILDING

PROPOSED DRY RETENTION

POND

PROPOSED DRY

RETENTION POND

PROPOSED DRY RETENTION

POND

PROPOSED METAL POLE BARN.

17TH STREET17TH STREET

SITE DATA

INDICATES BOUNDARY LINE, TYPICAL.

OPEN SPACE TO MEET LDC 8.4.4.

NON- RESIDENTIAL REQUIRES 15% OPEN SPACE.

SITE AREA (SF) = 10,410,840

REQUIRES = 1,561,626

PROVIDED = 9,564,763±

OF THE 239± PARCEL ACREAGE APPROXIMATELY 19.5 ACRES (8%)

OF THE SITE USE IS NON CIVIC/RECREATION USE. THE REMAINING

219.5 ACRES QUALIFIES AS OPEN SPACE PER 8.4.4.

ADA ACCESSIBLE ROUTE OVER FDOT DITCH TO

PEGHORN WAY CROSSING AND CONNECTING TO

PEGHORN PARK PARKING

PEGHORN W

AY

BOUNDARY LINE, TYPICAL

BOUNDARY LINE, TYPICAL

jporter Typewritten Text

BLD 1

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BLD1

jporter Typewritten Text jporter Typewritten Text

BLD 2

jporter Typewritten Text jporter Typewritten Text jporter Typewritten Text

BLD2

jporter Line jporter Line jporter Typewritten Text Not included in bid jporter Typewritten Text jporter Typewritten Text jporter Typewritten Text jporter Typewritten Text jporter Typewritten Text

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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

Please note: City has declined the recommendation for vinyl coated fencing and clay warning tracks and requested removal of these items from the plan. Please ensure fence mesh is free of jagged protrusions

CITY PRODUCT REQUESTS

· BASES: ROGERS BREAK AWAY

· FOUL POLE: JAYPRO 12' HEIGHT #A33-187

CLAY REQUIREMENTS

· CLAY MIX INFIELDS SHALL BE BEAM

CLAY INFIELD MIX OR APPROVED EQUAL

· CLAY MIX SHALL BE 3 INCHES THICK

AND 6 INCHES THICK FOR A DISTANCE

OF 8 FEET AROUND THE BASES

· BATTERS BOX AND PITCHERS MOUND

SHALL BE CONSTRUCTED PER THE

RECOMMENDATION OF PARTAC THE

SUPPLIER OF THE CLAY PRODUCTS.

PLEASE CONSULT THE SUPPLIER FOR

FURTHER DETAILS (OR APPROVED

EQUAL)

CONCRETE SIDEWALKS

· CONCRETE SIDEWALKS SHALL BE 6"

THICK MIN 3000 PSI COMPRESSIVE

STRENGTH @28DAYS

RESTROOMS

(SEE ARCHITECTURAL

PLANS FOR DETAILS)

TEE BALL FIELD

TEE BALL FIELD

17TH STREET

18.96'

12'±100'

66.71'

EXISTING

QUONSET HUT

BUILDING

PROPOSED POLE BARN

5'

7.79'±

39.8'±

TOP OF FOOTER @ 73.5' TYPICAL

CITY ARBORIST TO

PRUNE EXISTING

15" SYCAMORE

TREE AS NEEDED

FOR ROOF

CLEARANCE

CONTRACTOR TO FIELD VERIFY

EXISTING METER/VALVE BOX

LOCATION AND OPERATING

CONDITION. IF ACTIVE CONTACT

ENGINEER FOR DIRECTION.

INDICATES EDGE OF FDOT

DRAINAGE EASEMENT

INDICATES EXISTING BALL

FIELD CHAIN LINK FENCE

POLE BARN ROOFLINE

REFER TO ARCHITECTURAL PLANS

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

CITY PRODUCT REQUESTS

· BASES: ROGERS BREAK AWAY

NORTHING/EASTING POINT SCHEDULE

NOTE:

1. PROPOSED ACCESSORY BUILDING IS

IN EXCESS OF 500' SETBACK FROM

PROPERTY LINES ON ALL SIDES.

2. SURVEY PREVIOUSLY PROVIDED IN

SDP22-0037 SUBMITTAL.

3. PARCEL ID = 10-26-30-00U0-0030-0000

Scale: 1:20

PLAN - METAL POLE BARN1

Please note: City has declined the recommendation for vinyl coated fencing and requested removal of these items from the plan. Please ensure fence mesh is free of jagged protrusions

CLAY REQUIREMENTS

· CLAY MIX INFIELDS SHALL BE BEAM

CLAY INFIELD MIX OR APPROVED EQUAL

· CLAY MIX SHALL BE 3 INCHES THICK

AND 6 INCHES THICK FOR A DISTANCE

OF 8 FEET AROUND THE BASES

· BATTERS BOX AND PITCHERS MOUND

SHALL BE CONSTRUCTED PER THE

RECOMMENDATION OF PARTAC THE

SUPPLIER OF THE CLAY PRODUCTS.

PLEASE CONSULT THE SUPPLIER FOR

FURTHER DETAILS (OR APPROVED

EQUAL)

jporter Line jporter Line jporter Typewritten Text Pole Barn is not a part of this project and not to be Bid

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RESTROOM

FFE: 74.50

POND D

POND C

POND B

POND A

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

GRADING NOTES

1. FIELD SHALL BE LASER GRADED. CONTRACTOR SHALL PREPARE TO RE-GRADE/RE-SOD OR OTHER

APPROVED REPAIR METHOD FOR ANY GRADING IRREGULARITIES WITHIN THE PLAYING FIELD.

STANDING WATER WITHIN THE FIELD IS NOT PERMITTED.

2. SOIL FILL REQUIREMENTS:

2.1. FILL MATERIAL: Suitable: Suitable materials for fills shall be classified as A-1, A-3, or A-2-4 in accordance with AASHTO Designation M 145 and shall be free from vegetation and organic material. Not more than 8 percent by weight of fill material shall pass the No. 200 sieve. If additional suitable fill material is available within the limits of the project, the Owner shall designate the borrow site whereby the Contractor may acquire the fill. If additional suitable fill material is not available on the project site, the Contractor shall furnish the necessary additional fill material to complete the work to the lines and grades indicated on the Drawings.

. Unsuitable: Unsuitable materials are classified as A-2-5, A-2-6, A-2-7, A-4, A-5, A-6, A-7, and A-8 in accordance with AASHTO Designation M 145.

2.2. SOIL TESTING - FOR SOIL BETWEEN 6-18" BELOW FINISHED GRADE

a.Contractor shall engage services of a qualified agricultural soils testing laboratory to perform soil testing services of all typical areas that are to be planted.

b. Owner-approved laboratory: A&L Southern Agricultural Laboratories, 1199 West Newport Center Drive, Deerfield Beach, FL 33442, Attn: Lynn Griffith, Tel: (954) 571-2103, Fax: (954) 571-2104.

a. Services of the laboratory shall be as follows:

(1) Take a minimum of 10 samples per field of base soil after completion of rough grading

(2) Provide a chemical analysis report of each individual sample to cover the following:

(a) Percentage of organic matter.

(b) Salinity.

(c) pH.

(d) Lime content.

(e) Mineral nutrients, including concentrations of nitrogen, phosphorus, potassium, calcium, magnesium, iron, manganese, zinc, copper, sulfur, and molybdenum.

(f) Potential hazards of impediments to plant growth from salinity, sodium chloride, boron, impaired soil structure, or drainage.

(3) Provide recommendations for organic materials, fertilizers, and other materials found necessary to amend base soil for optimum plant growth.

(4) Prescribe a backfill mix, or mixes, as appropriate to be employed in planting of all plants for the project.

(5) Provide periodic sampling and laboratory testing of prepared landscape planting areas to ensure compliance with recommendations. Areas of testing and quantity of tests shall be as directed by Owner.

(6) Testing laboratory shall follow the standards set forth in the USDA Agricultural Suitability test in accord with Handbook-60 and the University of California Soil Fertility test for soils analysis.

A copy of the test results shall be sent directly to the Owner and engineer by the testing laboratory.

2.3 THE RECOMMENDATIONS FROM THE SOIL REPORT SHALL BE CONDUCTED BY MECHANICAL TILLING . ROLL LIGHTLY TO ELIMINATE IRREGULARITIES AND TO FORM GOOD CONTACT BETWEEN SOD AND SOIL. AVOID VERY HEAVY ROLLERS

OR EXCESSIVE INITIAL WATERING TO AVOID ROLLER MARKS.

2.4 DENSITY TESTS SHALL BE TAKEN PRIOR TO PLACEMENT OF TOP SOIL

2.5 TOP 6" OF FILL SHALL IN FIELD AREAS SHALL BE USGA ROOT ZONE MIX (SOURCE: GOLF AGRONOMICS OR APPROVED EQUAL )ROLL LIGHTLY TO ELIMINATE IRREGULARITIES AND TO FORM GOOD CONTACT BETWEEN SOD AND SOIL.

AVOID VERY HEAVY ROLLERS OR EXCESSIVE INITIAL WATERING TO AVOID ROLLER MARKS. - 5 GALLON SAMPLE MUST

BE PROVIDED TO ENGINEER OF RECORD

2.6 SANDING OF SOD SHALL BE PERFORMED WITH THE USGA ROOTMIX TO SMOOTH THE FINISHED PLAYING FIELD

MATCHLINE THIS SHEET

MATCHLINE THIS SHEET

A C6.001

B C6.001

C C6.001

D C6.001

D C6.001

D C6.001

EC6.001

E C6.001

E

C6 .00

E C6.001

F C6.001

G C6.001

F C6.001 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

GRADING NOTES

1. FIELD SHALL BE LASER GRADED. CONTRACTOR SHALL PREPARE TO RE-GRADE/RE-SOD OR OTHER

APPROVED REPAIR METHOD FOR ANY GRADING IRREGULARITIES WITHIN THE PLAYING FIELD.

STANDING WATER WITHIN THE FIELD IS NOT PERMITTED. CONSTRUCTION TOLERANCE FOR GRADE

ELEVATION ON SWALES IS 0.05FT

2. SOIL PREPARATION REQUIREMENTS:

2.1. SOIL TESTING - FOR SOIL BETWEEN 0-18" BELOW FINISHED GRADE

a.Contractor shall engage services of a qualified agricultural soils testing laboratory to perform soil testing services of all typical areas that are to be planted.

b. Owner-approved laboratory: A&L Southern Agricultural Laboratories, 1199 West Newport Center Drive, Deerfield Beach, FL 33442, Attn: Lynn Griffith, Tel: (954) 571-2103, Fax: (954) 571-2104.

a. Services of the laboratory shall be as follows:

(1) Take a minimum of 10 samples per field of base soil after completion of rough grading

(2) Provide a chemical analysis report of each individual sample to cover the following:

(a) Percentage of organic matter.

(b) Salinity.

(c) pH.

(d) Lime content.

(e) Mineral nutrients, including concentrations of nitrogen, phosphorus, potassium, calcium, magnesium, iron, manganese, zinc, copper, sulfur, and molybdenum.

(f) Potential hazards of impediments to plant growth from salinity, sodium chloride, boron, impaired soil structure, or drainage.

(3) Provide recommendations for organic materials, fertilizers, and other materials found necessary to amend base soil for optimum plant growth.

(4) Prescribe a backfill mix, or mixes, as appropriate to be employed in planting of all plants for the project.

(5) Provide periodic sampling and laboratory testing of prepared landscape planting areas to ensure compliance with recommendations. Areas of testing and quantity of tests shall be as directed by Owner.

(6) Testing laboratory shall follow the standards set forth in the USDA Agricultural Suitability test in accord with Handbook-60 and the University of California Soil Fertility test for soils analysis.

A copy of the test results shall be sent directly to the Owner and engineer by the testing laboratory.

2.3 THE RECOMMENDATIONS FROM THE SOIL REPORT SHALL BE CONDUCTED BY MECHANICAL TILLING . ROLL LIGHTLY TO ELIMINATE IRREGULARITIES AND TO FORM GOOD CONTACT BETWEEN SOD AND SOIL. AVOID HEAVY ROLLERS OR EXCESSIVE INITIAL WATERING TO AVOID ROLLER MARKS. TRACKED VEHICLES SHALL BE USED TO REDUCE SOIL

PRESSURE . DO NOT DRIVE WHEELED VEHICLES ON FIELD

2.6 SANDING OF SOD SHALL BE PERFORMED WITH THE USGA ROOTMIX TO SMOOTH THE FINISHED PLAYING FIELD

3. NO FORMAL STORMWATER SYSTEM EXIST FOR FIELDS. RENOVATIONS SHOWN HEREIN ARE NOT

INTENDED TO BE DRAINAGE SOLUTIONS SIMPLY RENOVATION AND IMPROVEMENT OF EXISTING

CONDITIONS

CLAY REQUIREMENTS

· CLAY MIX INFIELDS SHALL BE BEAM

CLAY INFIELD MIX OR APPROVED EQUAL

· CLAY MIX SHALL BE 3 INCHES THICK

AND 6 INCHES THICK FOR A DISTANCE

OF 8 FEET AROUND THE BASES

· BATTERS BOX AND PITCHERS MOUND

SHALL BE CONSTRUCTED PER THE

RECOMMENDATION OF PARTAC THE

SUPPLIER OF THE CLAY PRODUCTS.

PLEASE CONSULT THE SUPPLIER FOR

FURTHER DETAILS (OR APPROVED

EQUAL)

CERTIFIED FIELD TURF MANAGER REQUIREMENT

CONTRACTOR SHALL HAVE A CERTIFIED SPORTS TURF MANAGER

ASSIST WITH MANAGEMENT AND PROCEEDURES OF THE

CONSTRUCTION OF THE PLAYING FIELDS

https://www.sportsfieldmanagement.org/csfm-program/

CS-B ~ CONTROL STRUCTURE CS-B

MODIFIED TYPE "C"

CS-A ~ CONTROL STRUCTURE CS-A

MODIFIED TYPE "D" INLET

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

SCALE: 1"=20'

POND B

SCALE: 1"=10'

POND A

POND B

A C2.003

A C2.003

B C2.003

B C2.003

CS-C ~ CONTROL STRUCTURE CS-C

MODIFIED TYPE "C"

CS-D ~ CONTROL STRUCTURE CS-D

MODIFIED TYPE "C" INLET

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

SCALE: 1"=20'

POND C

SCALE: 1"=20'

POND C

POND D

D

C2.004

C C2.004

C C2.004

D C2.004

C C2.004

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UTILITY CONFLICT

NUMBER 2

UTILITY CONFLICT

NUMBER 3

UTILITY CONFLICT

NUMBER 5

UTILITY CONFLICT

NUMBER 6

UTILITY CONFLICT

NUMBER 1

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

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

LIGHT

PAVEMENT

SECTION

MEDIUM

PAVEMENT

SECTION

MEDIUM

PAVEMENT

SECTION

MEDIUM

PAVEMENT

SECTION

MEDIUM

PAVEMENT

SECTION

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

A C2.001

TYPICAL SECTION A

B C2.001

TYPICAL SECTION B

C C2.001

TYPICAL SECTION C

D C2.001

TYPICAL SECTION D

E

C2.001

TYPICAL SECTION E F

C2.001

TYPICAL SECTION F G

C2.001

TYPICAL SECTION G

3" = 1'-0"

9' OR 10'

PER LOCAL

MUNICIPALITY12'-0"5'-0"12'-0"

60°

2"

2' -0

5' -0

VARIES

MIN.

44"

' T

O

0'

PE

R L

O C

AL

M

U N

IC

IP

AL

IT

Y

ADA PARKING - FLUSH SIDEWALK1

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

10' 10'

36"

TYP.

FINISH GRADE

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

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

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

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

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