Drawings - 2

14 MB Posted May 2, 2023

Attached to: RFP – OUTDOOR BASKETBALL COURT - 060623
Solicitation number: Not on record
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Jul 23, 2026

Charles D. Phillips Park Basketball Court Facility Improvements - Project Drawings Summary

This is a design drawing package for the City of College Park's outdoor basketball court facility improvements project located at 4400 Herschel Road, College Park, Georgia 30337. The project encompasses the construction of a 120 feet by 104 feet concrete basketball court facility with supporting infrastructure. The scope of work includes installation of a heavy-duty concrete basketball court pavement (12,480 square feet), a light-duty concrete walkway (451 square feet), an eight-foot-high chain-link security fence, steel bollards (typical 3), Georgia Department of Transportation standard sidewalks with wheelchair ramps and detectable warning surfaces, four basketball hoop systems (Porter Athletics or equivalent), and six court lights (to be installed by others). The project also includes erosion and sediment control measures, site grading, drainage infrastructure coordination, and existing irrigation system removal. The mandatory pre-bid meeting and site visit occurred on Wednesday, May 17, 2023, at 10:00 a.m. EST at Charles Phillips Park, with sealed proposals due no later than Tuesday, June 6, 2023, at 9:30 a.m. EST at the City of College Park Purchasing Department. The project schedule spans June through October 2023, with construction commencement on approximately June 5, 2023, and completion targeted for September 29, 2023.

The project is designed by MetroCorp Development Enterprises, Inc., with civil engineer Herbert Humphrey, P.E. (GDOT Level II Certified Design Professional), serving as the responsible professional. The design incorporates technical specifications from the Georgia Department of Transportation Standard Specifications for Construction of Roads and Bridges (2013 Edition with 2016 Supplemental Specifications), GDOT Quality Products Lists, GDOT Construction Standard Details, and Fulton County Standard Details. The total disturbed area is 16,857 square feet (0.39 acres), with total impervious area of 12,931 square feet. The contractor is responsible for coordination of existing irrigation system removal prior to excavation, installation of the basketball hoop support poles, final color selection and design approval by the owner, and all erosion and sediment control measures. The project design includes comprehensive details for concrete specifications, basketball system layouts with color coding options, construction entrance requirements, and sediment basin protection measures to comply with Georgia Soil and Water Conservation Commission standards.

Text of this file

NORTHCHARLES D. PHILLIPS PARK

BASKETBALL COURT FACILITY

IMPROVEMENTS

4400 HERSCHEL ROAD

COLLEGE PARK, GA.30337

MAYOR

BIANCA M. BROOM

COUNCIL

AMBROSE CLAY, WARD I

JOE CARN, WARD II

KEN ALLEN, WARD III

RODERICK GAY, WARD IV

CITY MANAGER

Stanley Hawthorne

DIRECTOR RECREATION AND CULTURAL AFFAIRS

MICHELLE JOHNSON

VICINITY MAP

NTS PROJECT TEAM:

OWNER - NAME: CITY OF COLLEGE PARK

ADDRESS: 3717 COLLEGE STREET.

COLLEGE PARK,GA. 30337

CONTACT PERSON: MICHELLE JOHNSON, DIRECTOR

TEL. #: 404- 669-3767

CIVIL ENGINEER - NAME: METROCORP DEVELOPMENT ENTERPRISES,INC.

ADDRESS: 3707 MAIN STREET, STE. 102,

COLLEGE PARK,GA. 30337

CONTACT PERSON: HERBERT HUMPHREY,P.E.

TEL. #: 404-695-7902

SHEET INDEX:

C-0.0 COVER SHEET

C0.1 SITE SURVEY/EXISTING CONDITIONS

C-1.0 SITE PLAN

C-2.0 GRADING PLAN

C-5.0 CONSTRUCTION STANDARD DETAILS

C-5.1 BASKETBALL SYSTEM SPECIFICATIONS DETAILS

C-5.2 BASKETBALL SYSTEM LAYOUT AND DETAILS

C-6.0 ES&PC GENERAL NOTES & DETAILS

C-6.7 ES&PC DETAILS

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GENERAL NOTES:

Any discrepancies found between the Drawings and Specifications and site conditions or any inconsistencies or ambiguities in the Drawings or Specifications shall be immediately reported to the Engineer, in writing, who shall promptly correct such inconsistencies or ambiguities in writing. Work done by the Contractor after discovery of such discrepancies, inconsistencies or ambiguities shall be done at the Contractor's risk.

The following documents are to be considered a part of the specifications and shall be used pursuant to drawings or as directed by the engineer:

§ Drawings and Project Manual

§ The Department of Transportation, State of Georgia, Standard Specifications, Construction of Roads and Bridges, 2013 Edition, and the Supplemental Specification, last updated 2016.

§ GDOT Quality Products Lists

§ GDOT Construction Standard Details

§ Fulton County Standard Details

§ GDOT Sampling, Testing and Inspection Section

§ The above publications may be obtained on the following websites:

1. www.dot.ga.gov/Ps (Partner Smart > Consultants and Contractors> The Source)

2. www.fultoncountyga.gov

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

AutoCAD SHX Text THE DRAWING IS COPYRIGHTED. THE ORIGINAL DRAWING WAS PRODUCED AND IS ON RECORD IN THE OFFICES OF THIS FIRM. ANY UNAUTHORIZED USE, MODIFICATION, AND/OR REPRODUCTION OF THIS DRAWING,IN PART OR WHOLE, IS HEREBY PROHIBITED UNLESS AUTHORIZED IN WRITING BY METROCORP DEVELOPMENT ENTERPRISES, INC..

6''W

CLEAN-OUT

TOP 1026.40

I.E. 1024.20

SSMH

TOP 1023.39

I.E. 1017.49

TBM

TOP OF MANHOLE

ELEV=1023.39

12"OAK

WATER

METER

EXISTING SIDEW

ALK

6''W

EXIST.

BATHROOM

RAMP

WM 6''W

EDGE OF ASPHALT

SOCCER GOAL

EDGE OF PAVEMENT

SIGN

SSMH

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ASPHALT

PARKING

ASPHALT DRIV

WATER

VALVE

BOLLARD

94'

47'

19'

10'

8 ft. Containment Fence

C5.0

1.0 120 FT. X 104 FT. CONCRETE BASKKETBALL COURT PAVEMENT

104'

NOTE: CONTRACTOR SHALL COORDINATE

REMOVAL OF EXISTING IRRIGATION SYSTEM PRIOR

TO ANY EXCAVATION

C5.0

2.0 451 SQ. FT. CONCRETE WALKWAY(LIGHT DUTY CONCRETE)

C5.0

5.0 STEEL BOLLARD ( TYP. 3)

C5.0

4.0 CHAINLINK FENCE 8 FT. HIGH

C5.0

4.0 CHAINLINK FENCE 8 FT. HIGH

.1'

C5.0

3.0 GDOT STD.SIDEWALK /DETECTABLE WARNNING (TYP. 2)

BASKETBALL SYSTEM NO.1:Porter Athletic Playground System or Equivalent(Typ. 4) 1.0 C5.1

CONTRACTION JOINTS

15'

EXPANSION JOINTS

@30' INTERVALS.

94' 104'

'30'

30'

TRAVERSE

CONTRACTION JOINTS

@15' INTERVALS FROM

EXPANSION JOINTS

CONTRACTION JOINT

2" EXPANSION

JOINTCONTRACTION

JOINT

CONTRACTION

JOINT

CONTRACTION

JOINT

15'

CONTRACTION

JOINT

CONCRETE BASKETBALL C

OURT DETAILS

104'

CONTRACTION JOINT

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional Herbert Humphrey

CERTIFICATION NUMBER 0000013706

ISSUED: 07/19/2021 EXPIRES: 07/19/2024

BAR SCALE

1" = 20'

20' 20'

LEGEND

COURT LIGHTS(TYP. 6) TO BE

INSTALLED BY OTHERS

8 FT. HIGH

FENCE

BOLLARDS(TYP.2)

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AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

THE DRAWING IS COPYRIGHTED. THE ORIGINAL DRAWING WAS PRODUCED AND IS ON RECORD IN THE OFFICES OF THIS FIRM. ANY UNAUTHORIZED USE, MODIFICATION, AND/OR REPRODUCTION OF THIS DRAWING,IN PART OR WHOLE, IS HEREBY PROHIBITED UNLESS AUTHORIZED IN WRITING BY METROCORP DEVELOPMENT ENTERPRISES, INC..

1026.01

.80

.59

.80

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.48

6''W

CLEAN-OUT

TOP 1026.40

I.E. 1024.20

SSMH

TOP 1023.39

I.E. 1017.49

TBM

TOP OF MANHOLE

ELEV=1023.39

12"OAK

WATER

METER

EXISTING SIDEWALK

EXISTING SIDEW

ALK

x1026.30 x1029.9 x1026.15 x1025.53 x1033.00 x1031.63 x1030.80 x1026.55 x1026.27 x1026.24 x1026.00 x1027.07 x1026.30 x1025.57 x1024.65 x1024.36 x1024.15 x1023.77 x1022.78 x1022.71 x1023.96 x1025.33

6''W

EXIST.

BATHROOM

RAMP

WM 6''W

IRRIGATION

BOX

WATER

METER

IRRIGATION

BOX

EDGE OF ASPHALT

SOCCER GOAL

EDGE OF PAVEMENT

X1029.4 x1026.9 x1026.7 x1026.0 x1025.0 x1025.71 x1025.66 x1025.72 x1025.80 x1026.0 x1025.8 x1026.4 x1026.9 x1026.4 x1026.1 x1025.58 x1025.83 x1025.75 x1025.71 x1025.26 x1025.10 x1025.29 x1025.13 x1024.78 x1026.1 x1026.6 x1025.7 x1025.9 x1025.8 x1025.9 x1026.0 x1026.2 x1026.1 x1025.3 x1026.3 x1026.2 x1029.9

SIGN

SSMH

TOP 1025.08

ASPHALT

PARKING

ASPHALT DRIV

WATER

VALVE

SPRINKLER

HEAD (TYP.)

SPRINKLER

HEAD (TYP.)

IRRIGATION

LINE

BOLLARD

1026 1025

10271028

10291030 x1027.60

NOTE: CONTRACTOR SHALL COORDINATE

REMOVAL OF EXISTING IRRIGATION SYSTEM PRIOR

TO ANY EXCAVATION

1027 10

EXISTING IRRIGATION SYSTEM

TO BE REMOVED BY OWNER

SPRINKLER

HEAD (TYP.)

SPRINKLER

HEAD (TYP.)

1027.13

1025.64

1.0 C5.1

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional Herbert Humphrey

CERTIFICATION NUMBER 0000013706

ISSUED: 07/19/2021 EXPIRES: 07/19/2024

BAR SCALE

1" = 20'

20' 20'

IMPERVIOUS AREAS:

CONCRETE BASKETBALL COURT = 12,480 SQ.FT.

SIDEWALK = 451 SQ.FT.

TOTAL IMPERVIOUS AREA: 12,931 SQ.FT.

TOTAL DISTURBED AREA: 16,857 SQ. FT.

(0.39 ACRES)

TREE REMOVAL BY

OTHERS

LIMITS OF

CONSTRUCTION

PROPOSED CONTOUR

FINISHED GRADE

EXISTING CONTOUR

TREE PROTECTION

GRADING LEGEND

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

C5.0

1.0 CONCRETE PAVEMENT HEAVY DUTY

C5.0

3.0 GDOT STD.SIDEWALK /WHEELCHAIR RAMP DETAILS

DETECTABLE WARNING SURFACE NOTES:

SIZE: DETECTABLE WARNING SURFACE SHALL BE MADE 24 INCHES IN THE DIRECTION OF PEDESTRIAN TRAVEL

AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE.

LOCATION:DETECTABLE WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD.

DOME SIZE AND SPACING:TRUNCATED DOMES SHALL HAVE A BASE DIAMETER OF 0.9 INCHES TO 1.4 INCHES AT THE BOTTOM AND A DIAMETER OF 0.45 INCHES TO 0.9 INCHES AT THE TOP. THE DIAMETER SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE OF THE DIAMETER, A HEIGHT OF 0.2 INCH AND A CENTER-TO-CENTER SPACING OF 2.40 INCHES DESIRABLE, 1.60 INCHES MINIMUM ALONG THE SIDE OF A SQUARE ARRANGEMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF

TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.

VISUAL CONTRAST:DETECTABLE WARNINGS SURFACE SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE VISUAL

CONTRAST SHALL BE AN INTEGRAL PART OF THE DETECTABLE WARNING SURFACE.

MATERIALS:DETECTABLE WARNING SURFACE SHALL BE MADE OF THE MATERIALS SPECIFIED ON GDOT QPL 87.

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NOTE: HEAVY DUTY CONCRETE PAVEMENT THICKNESS IN

VEHICLE TRAFFIC AREAS 6 INCH THICKNESS WITH

6X6W2.8W2.8. See details and notes above.

3000 PSI(@28 DAYS) CONCRETE

W/6X6X2.8 WWF IN THE TOP 13 OF

THE DEPTH CONC.(TYP.)

COMPACTED G.A.B, TYP.

COMPACTED SUBGRADE

TYP. (95% STD. PROCTOR)

LIGHT DUTY

CONCRETE SECTION

C5.0

2.0 CONCRETE PAVEMENT LIGHT DUTY

REMOVABLE POST5.1

C5.0

BOLLARD5.0

C5.0

8' SECURITY FENCE4.0

C5.0

NOTE: EXTENSION ARMS AND

BARBED WIRE NOT APPLICABLE

FOR FENCE SHOWN ON SITE PLAN.

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NTS

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NTS

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AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

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8491 HOSPITAL DRIVE, STE. 101,

AutoCAD SHX Text

DOUGLASVILLE, GEORGIA 30135

NTS

BASKETBALL SYSTEM NO.1: Porter Atheletics or Equivalent

BASKETBALL SYSTEM SEE SHEET C1.01.0

C5.1 x

Note: Contractor shall be responsible for installation of 5 9

16" DIA. support pole supplied by owner.

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AutoCAD SHX Text No.

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AutoCAD SHX Text Checked by:

AutoCAD SHX Text Designer:

AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

COLOR 1 - COURT/ 3 PT. AREA

COLOR 2 - LINES

COLOR 3 - KEY/TOP

OF KEY/CENTER COURT CIRCLE

COLOR 4 - BORDER

1 1

NOTE: FINAL COLOR SELECTION

AND DESIGN SHALL BE SUBMITTED,

REVIEWED AND SIGNED-OFF BY

OWNER.

Supplier:

Rosing Paint Center 1108 Chattahoochee Ave Atlanta, GA 30318 404.355.4744

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AutoCAD SHX Text Checked by:

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AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional

CERTIFICATION NUMBER 0000013706

ISSUED: 07/19/2021 EXPIRES: 07/19/2024

Herbert Humphrey

STANDARD EROSION CONTROL NOTES:

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT

CONTROL MEASURES AND PRACTICES PRIOR TO, OR

CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL

TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN

DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE

SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

PRIOR TO LAND-DISTURBING ACTIVITIES, THE CONTRACTOR

SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE

AREA EROSION CONTROL INSPECTOR.

ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN

14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING;

DISTURBED AREAS IDLE 30 DAYS SHALL BE STABILIZED WITH

PERMANENT VEGETATION.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND

REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE

INSPECTION.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171 -

TYPE C TEMPORARY SILT FENCE, OF THE GEORGIA

DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS (QUALIFIED PRODUCTS LIST #36) AND BE WIRE

REINFORCED.

A HAUL ROUTE PERMIT IS REQUIRED WHEN MORE THAN 500

CUBIC YARDS OF HAULED VOLUME TO OR FROM THE SITE.

PLANS MUST INCLUDE A STATEMENT INDICATING WHETHER OR

NOT A HAUL ROUTE PERMIT IS REQUIRED.

MbMb

Ds1Ds1

Ds2Ds2

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CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

/"ABOVE GRADE"

C6.0

1.0 CONCRETE WASHDOWN AREA

Sd1-S

SILT FENCE - TYPE SENSITIVE

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CODE

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PRACTICE

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DETAIL

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MAP

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SYMBOL

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DESCRIPTION

AutoCAD SHX Text A small temporary barrier or dam

AutoCAD SHX Text constructed across a swale, AutoCAD SHX Text drainage ditch or area of

AutoCAD SHX Text concentrated flow.

AutoCAD SHX Text

CHECKDAM

AutoCAD SHX Text Cd

AutoCAD SHX Text

CHANNEL

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STABILIZATION

AutoCAD SHX Text Improving, constructing or stabilizing

AutoCAD SHX Text an open channel, existing

AutoCAD SHX Text stream, or ditch.

AutoCAD SHX Text Ch

AutoCAD SHX Text Co

AutoCAD SHX Text A crushed stone pad located at the

AutoCAD SHX Text construction site exit to provide a

AutoCAD SHX Text place for removing mud from tires

AutoCAD SHX Text thereby protecting public streets.

AutoCAD SHX Text Co

AutoCAD SHX Text (Label)

AutoCAD SHX Text

CONSTRUCTION

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EXIT

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CONSTRUCTION

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ROAD

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STABILIZATION

AutoCAD SHX Text Cr

AutoCAD SHX Text A travelway constructed as part of a

AutoCAD SHX Text construction plan including access roads, AutoCAD SHX Text subdivision roads, parking areas and other

AutoCAD SHX Text on-site vehicle transportation routes.

AutoCAD SHX Text Cr

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STREAM

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DIVERSION

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text Dc

AutoCAD SHX Text A temporary channel constructed to

AutoCAD SHX Text convey flow around a construction

AutoCAD SHX Text site while a permanent structure is

AutoCAD SHX Text being constructed.

AutoCAD SHX Text Dc

AutoCAD SHX Text

DIVERSION

AutoCAD SHX Text An earth channel or dike located

AutoCAD SHX Text above, below, or across a slope to

AutoCAD SHX Text divert runoff. This may be a

AutoCAD SHX Text temporary or permanent structure.

AutoCAD SHX Text Di

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

DOWNDRAIN

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text Dn1

AutoCAD SHX Text (Label)

AutoCAD SHX Text A flexible conduit of heavy-duty fabric

AutoCAD SHX Text or other material designed to safely

AutoCAD SHX Text conduct surface runoff down a slope.

AutoCAD SHX Text This is temporary and inexpensive.

AutoCAD SHX Text Dn1

AutoCAD SHX Text

PERMANENT

AutoCAD SHX Text

DOWNDRAIN

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text Dn2

AutoCAD SHX Text (Label)

AutoCAD SHX Text A paved chute, pipe, sectional

AutoCAD SHX Text conduit or similar material designed

AutoCAD SHX Text to safely conduct surface runoff

AutoCAD SHX Text down a slope.

AutoCAD SHX Text Dn2

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

RING

AutoCAD SHX Text Fr

AutoCAD SHX Text A temporary stone barrier

AutoCAD SHX Text constructed at storm drain inlets and

AutoCAD SHX Text pond outlets.

AutoCAD SHX Text Fr

AutoCAD SHX Text

GABION

AutoCAD SHX Text Rock filter baskets which are hand-placed

AutoCAD SHX Text into position forming soil stabilizing

AutoCAD SHX Text structures.

AutoCAD SHX Text Ga

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GRADE

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STABILIZATION

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text Gr

AutoCAD SHX Text Permanent structures installed to protect

AutoCAD SHX Text channels or waterways where otherwise the

AutoCAD SHX Text slope would be sufficient for the running

AutoCAD SHX Text water to form gullies.

AutoCAD SHX Text Gr

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

SPREADER

AutoCAD SHX Text A structure to convert concentrated

AutoCAD SHX Text flow of water into less erosive sheet

AutoCAD SHX Text flow. This should be constructed only

AutoCAD SHX Text on undisturbed soils.

AutoCAD SHX Text Lv

AutoCAD SHX Text

ROCK

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FILTER

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DAM

AutoCAD SHX Text A permanent or temporary stone

AutoCAD SHX Text filter dam installed across small

AutoCAD SHX Text streams or drainageways.

AutoCAD SHX Text Rd

AutoCAD SHX Text

RETAINING

AutoCAD SHX Text

WALL

AutoCAD SHX Text (Label)

AutoCAD SHX Text Re

AutoCAD SHX Text A wall installed to stabilize out and fill

AutoCAD SHX Text slopes where maximum permissible

AutoCAD SHX Text slopes are not obtainable. Each

AutoCAD SHX Text situation will require special design.

AutoCAD SHX Text Re

AutoCAD SHX Text Rt

AutoCAD SHX Text (Label)

AutoCAD SHX Text A device or structure placed in front of

AutoCAD SHX Text a permanent stormwater detention pond

AutoCAD SHX Text outlet structure to serve as a temporary

AutoCAD SHX Text sediment filter.

AutoCAD SHX Text Rt

AutoCAD SHX Text

RETRO

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FITTING

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SEDIMENT

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BARRIER

AutoCAD SHX Text A barrier to prevent sediment from

AutoCAD SHX Text leaving the construction site. It may be

AutoCAD SHX Text sandbags, bales of straw or hay, brush, AutoCAD SHX Text logs and poles, gravel, or a silt fence.

AutoCAD SHX Text Sd1

AutoCAD SHX Text Sd2

AutoCAD SHX Text

INLET

AutoCAD SHX Text

SEDIMENT

AutoCAD SHX Text

TRAP

AutoCAD SHX Text (Indicate

AutoCAD SHX Text type)

AutoCAD SHX Text An impounding area created by excavating

AutoCAD SHX Text around a storm drain drop inlet. The

AutoCAD SHX Text excavated area will be filled and stabilized

AutoCAD SHX Text on completion of construction activities.

AutoCAD SHX Text A basin created by excavation or a dam

AutoCAD SHX Text across a waterway. The surface water

AutoCAD SHX Text runoff is temporarily stored allowing the

AutoCAD SHX Text bulk of the sediment to drop out.

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

SEDIMENT

AutoCAD SHX Text

BASIN

AutoCAD SHX Text Sd3

AutoCAD SHX Text A temporary bridge or culvert-type

AutoCAD SHX Text structure protecting a stream or

AutoCAD SHX Text watercourse from damage by crossing

AutoCAD SHX Text construction equipment.

AutoCAD SHX Text Sr

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

CROSSING

AutoCAD SHX Text Sr

AutoCAD SHX Text (Label)

AutoCAD SHX Text A paved or short section of riprap

AutoCAD SHX Text channel at the outlet of a storm drain

AutoCAD SHX Text system preventing erosion from the

AutoCAD SHX Text concentrated runoff.

AutoCAD SHX Text St

AutoCAD SHX Text

STORMDRAIN

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

PROTECTION

AutoCAD SHX Text St

AutoCAD SHX Text A rough soil surface with horizontal

AutoCAD SHX Text depressions on a contour or slopes

AutoCAD SHX Text left in a roughened condition after

AutoCAD SHX Text grading.

AutoCAD SHX Text Su

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

ROUGHENING

AutoCAD SHX Text Su

AutoCAD SHX Text

STRUCTURAL PRACTICES

AutoCAD SHX Text Sk

AutoCAD SHX Text

FLOATING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

SKIMMER

AutoCAD SHX Text Sk

AutoCAD SHX Text A buoyant device that release/drains

AutoCAD SHX Text water from the surface of sediment

AutoCAD SHX Text ponds, traps or basins at a

AutoCAD SHX Text controlled rate of flow.

AutoCAD SHX Text

EROSION CONTROL MATTING AND BLANKETS

AutoCAD SHX Text The installation of a protective covering (blanket) or soil stabilization mat on a prepared planting area of a steep slope, channel, or shoreline.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)

AutoCAD SHX Text Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)

AutoCAD SHX Text Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH PERM SEEDING)

AutoCAD SHX Text Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, sod or legumes on disturbed areas.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (SODDING)

AutoCAD SHX Text A permanent vegetative cover using sods on highly erodable or critically eroded lands.

AutoCAD SHX Text

DUST CONTROL ON DISTURBED AREAS

AutoCAD SHX Text Controlling surface and air movement of dust on construction site, roadways and similar sites.

AutoCAD SHX Text The land application of product containing anionic polyacrylamide (PAM) as temporary soil binding agents to reduce soil erosion.

AutoCAD SHX Text

POLY- CRYLAMIDE (PAM)

AutoCAD SHX Text

STREAMBANK STABILIZATION (USING PERM VEGETATION)

AutoCAD SHX Text The use of readily available native plant materials to maintain and enhance streambanks, or to prevent, or restore and repair small streambank erosion problems.

AutoCAD SHX Text

TACKIFIERS AND BINDERS

AutoCAD SHX Text Substance used to anchor straw or hay mulch by causing the organic material to bind together.

AutoCAD SHX Text

CODE

AutoCAD SHX Text

PRACTICE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

MAP SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

VEGETATIVE MEASURES

AutoCAD SHX Text

BEGIN CONSTRUCTION 2023

AutoCAD SHX Text

GENERAL CONSTRUCTION SCHEDULE

AutoCAD SHX Text

JUNE

AutoCAD SHX Text

JULY

AutoCAD SHX Text

BEGIN DEMOLITION AND CLEARING AND GRADING

AutoCAD SHX Text *VERIFY UTILITY LOCATE, PLACE CONSTRUCTION ENTRANCE, INSTALL BARRIER FENCE, SILT FENCE & TREE PROTECTION FENCE

AutoCAD SHX Text

* SEDIMENT AND EROSION CONTROL MEASURES TO BE INSPECTED DAILY. MAINTAIN BMP'S THROUGHOUT LAND DISTURBANCE ACTIVITY.

AutoCAD SHX Text Approx. Start Date 6/5/2023 , Approx. Completion Date:9/29/2023 PHASE SCHEDULE:ALL PHASE SCHEDULE:ALL

AutoCAD SHX Text

CONSTRUCT BASKETBALL COURT PAVEMENT

AutoCAD SHX Text NOTES: : 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT SUITABLE FOR TRUCK TRAFFIC THAT FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

(IF NEEDED)

AutoCAD SHX Text Note: Berm shall be constructed of #57 stones , stacked sand bags or compacted fill material.

AutoCAD SHX Text Extend plastic Min. 12" beyond sandbag

AutoCAD SHX Text Existing ground elevation

AutoCAD SHX Text Fill required

AutoCAD SHX Text Cut required

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FABRIC (WOVEN WIRE FENCE BACKING)

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text NOTES: : 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

AutoCAD SHX Text COMPLETE COURT LAYOUT AND HARDWARE; SECURITY FENCING FINISH GRADING AND FINAL GRASSING

AutoCAD SHX Text

AUGUST

AutoCAD SHX Text

SEPTEMBER

AutoCAD SHX Text

OCTOBER

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text Technician:

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Designer:

AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

AutoCAD SHX Text

8491 HOSPITAL DRIVE, STE. 101,

AutoCAD SHX Text

DOUGLASVILLE, GEORGIA 30135

1026.01

.80

.59

.80

.16

.48

6''W

CLEAN-OUT

TOP 1026.40

I.E. 1024.20

SSMH

TOP 1023.39

I.E. 1017.49

TBM

TOP OF MANHOLE

ELEV=1023.39

12"OAK

WATER

METER

EXISTING SIDEWALK

EXISTING SIDEW

ALK

x1026.30 x1029.9 x1026.15 x1025.53 x1033.00 x1031.63 x1030.80 x1026.55 x1026.27 x1026.24 x1026.00 x1027.07 x1026.30 x1025.57 x1024.65 x1024.36 x1024.15 x1023.77 x1022.78 x1022.71 x1023.96 x1025.33

6''W

EXIST.

BATHROOM

RAMP

WM 6''W

IRRIGATION

BOX

WATER

METER

IRRIGATION

BOX

EDGE OF ASPHALT

SOCCER GOAL

EDGE OF PAVEMENT

SIGN

SSMH

TOP 1025.08

ASPHALT

PARKING

ASPHALT DRIV

WATER

VALVE

SPRINKLER

HEAD (TYP.)

SPRINKLER

HEAD (TYP.)

IRRIGATION

LINE

BOLLARD

1026 1025

10271028

10291030 x1027.60

W W

NOTE: CONTRACTOR SHALL COORDINATE

REMOVAL OF EXISTING IRRIGATION SYSTEM PRIOR

TO ANY EXCAVATION

EXISTING IRRIGATION SYSTEM

TO BE REMOVED BY OWNER

SPRINKLER

HEAD (TYP.)

SPRINKLER

HEAD (TYP.)

1027.13

1025.64

Sd1

Ds3

Sd1-S

Sd1 -S

Sd1-S

Sd1 -S

Sd1-S

Sd1 -S

Sd1

C6.01.0

CONCRETE W

ASHDOWN AREA

Ds3

1.0 C5.1

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional Herbert Humphrey

CERTIFICATION NUMBER 0000013706

ISSUED: 07/19/2021 EXPIRES: 07/19/2024

BAR SCALE

1" = 20'

20' 20'

IMPERVIOUS AREAS:

CONCRETE BASKETBALL COURT = 12,480 SQ.FT.

SIDEWALK = 451 SQ.FT.

TOTAL IMPERVIOUS AREA: 12,931 SQ.FT.

TOTAL DISTURBED AREA: 16,857 SQ. FT.

(0.39 ACRES)

TREE REMOVAL BY

OTHERS

LIMITS OF

CONSTRUCTION

PROPOSED CONTOUR

FINISHED GRADE

EXISTING CONTOUR

TREE PROTECTION

GRADING LEGEND

S, IN

04/28/23

C P

23CP4400AE

C H

Y O

F C

C O

U R

C O

R K, G A.

04/10/2023

AS NOTED

C2.0

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text Technician:

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Designer:

AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

AutoCAD SHX Text

8491 HOSPITAL DRIVE, STE. 101,

AutoCAD SHX Text

DOUGLASVILLE, GEORGIA 30135

Ds3 STABILIZATION WITH PERMANENT

VEGETATION

FERTILIZER RATES FOR PERMANENT VEGETATION (Ds-3)

Ds3

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional

CERTIFICATION NUMBER 0000013706

ISSUED: 07/19/2012 EXPIRES: 07/19/2023

Herbert Humphrey

S, IN

04/28/23

C G

23CP4400AE

C H

Y O

F C

C O

U R

C O

R K, G A.

04/10/2023

AS NOTED

C6.7

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text Technician:

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Designer:

AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

AutoCAD SHX Text

8491 HOSPITAL DRIVE, STE. 101,

AutoCAD SHX Text

DOUGLASVILLE, GEORGIA 30135

Sheets and Views

C0.0

77c08bcb-06ae-45b0-bf7a-68befd7697a8.pdf

Sheets and Views

PHILLIPS BASKETBALL COURT_DETAILS1.5-C0.0

PHILLIPS BASKETBALL COURT_SITEPLAN1.5-C0.1

PHILLIPS BASKETBALL COURT_SITEPLAN1.5-C1.0

PHILLIPS BASKETBALL COURT_SITEPLAN1.5-C2.0

PHILLIPS BASKETBALL COURT_DETAILS1.5-C5.0

PHILLIPS BASKETBALL COURT_DETAILS1.5-C5.1

PHILLIPS BASKETBALL COURT_DETAILS1.5-C5.2

PHILLIPS BASKETBALL COURT_DETAILS1.5-C6.0

PHILLIPS BASKETBALL COURT_SITEPLAN1.5-C6.1

PHILLIPS BASKETBALL COURT_DETAILS1.5-C6.7

Other files

File	Type	Posted
Pre-Bid Conference Information	—	May 2, 2023
Bid Open Details	—	May 2, 2023
Award Information	—	May 2, 2023
RFP - Outdoor Basketball Court	—	May 2, 2023
Drawings - 1	—	May 2, 2023

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File details come from the government source that posted it. Updated Jul 23, 2026.