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14022 VERONICA COURT

PROPOSED HALF COURT

BASKETBALL COURT

REPRODUCTION:ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANSMAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THISMUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

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COVER SHEET

EXISTING SITE PLAN & SCOPE OF WORK

DEMOLITION PLAN

PROPOSED PLAN & STRUCTURAL NOTES

CIVIL PROPOSED PLAN

DETAILS

DETAILS

NOTES

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PROJECTLOCATION

BID #: 011-16/DZ

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EXISTING SITE PLAN &SCOPE OF WORK

Scale: 1:200

PROPOSEDLOCATION

OF NEWHALF

BASKETBALLCOURT

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EXISTING TREE TOBE REMOVED. ALLOTHER TREES TO

REMAIN

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PROPOSED DEMO PLAN- Scale: 1:300

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PROPOSED5' WIDE

CONCRETESIDEWALK

3'-6"

MAINTE

NANCE

ACCESS

(TYP.)

PROPOSED 6'-0" TALLBLACK CHAIN LINKPOLYVINYL FENCING (TYP.)(+/- 240')

PROPOSED 4'-0"TALL 3 RAIL

WOOD FENCE(+/- 210')

*ADDALTERNATE

PROPOSED 24"TALL COCOPLUMAT 2'-6" O.C.*ADD ALTERNATE

58'-2"

PROPOS

ED BASK

ETBALL

COURT

46'-2"

20'-11"

SEE NOTE #1

FUTUREPLAYGROUND

STRUCTURE

FUTUREGAZEBO

PROPOSEDBAHIA

SOD(TYP.

THROUGHOUT)*ADD

ALTERNATE

5'-0"

FENCE

OPENING

127'-1"

25'-2

"

9'-4"

77'-0"

21'-8"4'-11"

5'-0"

MA

INTEN

AN

CE

ACCESS (TY

P.)

26'-8"

12'-11" R=13'-0"

R=9'-0"

REGRADESWALES

(TYP.)

REGRADESWALES

(TYP.)

1. All design and construction in accordance with the 5th Edition (2014) Florida Building Code.

2.ASCE 7-10, Risk Category I, Ultimate Design Wind Speed: 160 mph (3 second gust), Exposure C.

3.Contractor shall verify the location of all the underground utilities prior to starting construction.Contractor shall call 811 Sunshine for locates.

4.Contractor shall take the necessary actions to protect the property. Contractor shall repair or replaceproperty damaged at its own expense.

5. Contractor shall keep work site free of debris and construction waste daily.

6. Contractor shall remove all vegetation, unsatisfactory soils and other deleterious material underneaththe proposed basketball court foundation.

7.Contractor shall compact the existing subgrade to 98% ASTM D1557 Modified Proctor MaximumDensity. Contractor shall provide soil treatment per the Florida Building Code.

8. Contractor shall provide density tests to the owner and the Building Department prior to placementof the proposed slab, as applicable.

9. Sidewalk concrete shall have a minimum 28 day compressive strength of 3,000 psi, andwater/cement ratio shall not exceed 0.50.

10. Structural steel shall be A36 unless otherwise noted.

11. All exposed steel shall be galvanized per ASTM A123 and ASTM A153.

12. Basketball appertenances shall be fastened with SS 316 bolts per ASTM A167 and A276.

13. All wood shall be Southern Yellow Pine No.2 or approved equal unless otherwise noted.

14. All wood shall be pressure treated wood and shall BE in accordance with any of the following:A.C.Q. (Alkaline Copper Quaternary with or without Carbonate), C.B.A.-A or C.A.-B (Copper Azole,or S.B.X. (Sodium Borate).

15. Contractor shall paint all steel components as follows:

a. Hand tool clean steel surface to SSPC-SP 2 and per manufacturer's recommendations.

b.Primer material properties - (1) coat of Sherwin Williams Macropoxy 920 Rust PenetratingEpoxy Pre-Primer at 1.5-2.0 mils MDFT.

c. Intermediate paint material properties - (1) coat Sherwin Williams Macropoxy 646 Fast CureEpoxy at 3.0-10.0 mil MDFT.

d. Final paint material properties - (1) coat Sherwin Williams Hi-Solids Polyurethane at 3.0-5.0 milMDFT.

e. Color: By owner.

16. Contractor shall verify all dimensions prior to construction. Contractor shall report all irregularitiesor discrepancies to the Engineer prior to proceeding with the work.

17. Contractor shall provide proof of liability insurance and verify approval with the Owner.18. The Contractor is responsible for all Means and Methods, & coordination of all trades with the

Owner. Contractor is responsible for adequate bracing for all bracing, bridging, and shoring ofstructural and non-structural components during construction.

19. The Contractor shall provide a written guarantee that warrants all workmanship for a period of one(1) year from date of final acceptance. Any work performed during the first year shall be performedat no cost to the Owner.

20. Foundations are designed for a minimum soil bearing value of 2,000 psf.

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PROPOSED PLAN- Scale: 1:300

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EXISTING ELEVATION

PROPOSED ELEVATION

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PROPOSED CIVIL PLAN- Scale: 1:300

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BASKETBALL COURT CROSS SECTION

TOP RAIL 1 5/8" O.D.GSP SCHD. 40

2" O.D. GSPSCHD. 40 SPACEDAT 10'-0" MAX.

CONCRETE FTG.

DIAGONALBRACE W/TURNBUCKLE

STRETCHERBAR

HORIZONTALBRACE

9 GA. GALV.STEEL FABRIC

3" O.P. GST. SCHD.40 AT CORNER

6'-0

"3'

-6"

16"

6"

12"

6'-0

"

LINE POST CORNER POST

NOTES:1.

GSP SCHD. 40BOTTOM RAIL 1 5/8" O.D.

6' POLYVINYL FENCING DETAIL

GALVANIZED STEELWOVEN WIRE FABRICTO BE STRETCHEDTAUT W/ STRETCHERBARS AND STRAPSAND FASTENED TOP &BOTTOM AND AT LINEPOSTS WITH GALV.PIG RING TIES.

4'-0

"2'

-0"

0'-6

"

8'-0" O.C.

4X4 P.T.(TYP.)

2X4 FACEPLATE(TYP.)

TOP OFPOST TO BECHAMFERED(TYP.)

2X6 FENCERAIL (TYP.)

3 SCREWSEACH END(TYP.)

3 RAIL WOOD FENCE DETAIL

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SIDEWALK CONSTRUCTION

4"

5' (TYP.)5' (TYP.)

1/8"1-1/2" 1/2"

DETECTABLE WARNING DETAIL

SIDEWALK TIE IN TO ROADWAY

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EROSION CONTROL GENERAL NOTES:

CLEARING AND GRUBBING

PAVING AND DRAINAGE

GENERAL NOTES

FIELD OBSERVATIONS AND TESTING

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