Drawings

RICHARD D. ZUPP PARK

IMPROVEMENTS:

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

NORTH

RICHARD D. ZUPP PARK CDBG

MINI PITCH IMPROVEMENTS.

1622 HAWTHORNE AVE. (PARKING ENTRANCE)

1547-1571 TEMPLE AVE.

MAYOR

BIANCA M. BROOM

COUNCIL

AMBROSE CLAY, WARD I

JOE CARNES, WARD II

KEN ALLEN, WARD III

RODERICK GAY, WARD IV

CITY MANAGER

JACKSON MYERS

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 OVERALL SITE PLAN

C-1.0 SITE PLAN

C-2.0 GRADING PLAN PT. 1

C-2.1 GRADING PLAN PT. 2

C-5.0 CONSTRUCTION STANDARD DETAILS

C-6.0 ES&PC GENERAL NOTES & DETAILS

C-6.7 ES&PC DETAILS

COVER SHEET

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AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text Project Name and Address

AutoCAD SHX Text Firm Name and Address

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text General Notes

AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text As Noted

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%%UBAR SCALE

AutoCAD SHX Text 1" = 10'

88.00'

42.65'

34.92'

38.24'

43.00'

56.26'

5.00'

NOTE: THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORATION OF

THE ACCESS ROUTE AND ANY AREAS OR

STRUCTURES DAMAGED OR IMPACTED

BY DURING CONSTRUCTION.

RICHARD D. ZUPP PARK

IMPROVEMENTS:

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

NORTH

OVERALL SITE

PLAN

ENLARGEMENT AREA NO. 1

ENLARGEMENT AREA NO. 3

ENLARGEMENT AREA NO. 2

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AutoCAD SHX Text 7/25/22

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RICHARD D. ZUPP PARK

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RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 05/04/2022

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TEMPORARY

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NOTE: THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORATION OF

THE ACCESS ROUTE AND ANY AREAS OR

STRUCTURES DAMAGED OR IMPACTED

BY DURING CONSTRUCTION.

TEMPORARY

ACCESS ROUTE

ENLARGEMENT AREA NO.1

ENLARGEMENT AREA NO. 2

RICHARD D. ZUPP PARK

IMPROVEMENTS:

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

NORTH

SITE PLAN

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AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 05/04/2022

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Co

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TEMPORARY

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NOTE: THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORATION OF

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STRUCTURES DAMAGED OR IMPACTED

BY DURING CONSTRUCTION.

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RICHARD D. ZUPP PARK

IMPROVEMENTS:

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

NORTH

GRADING PLAN PT.1

TEMPORARY ORANGE

FENCE BARRIER AND

CONSTRUCTION AREA SIGNAGE

TEMPORARY ORANGE

FENCE BARRIER AND

CONSTRUCTION AREA SIGNAGE

TEMPORARY ORANGE

FENCE BARRIER AND

CONSTRUCTION AREA SIGNAGE

TEMPORARY ORANGE

FENCE BARRIER AND

CONSTRUCTION AREA SIGNAGE

TEMPORARY ORANGE

FENCE BARRIER AND

CONSTRUCTION AREA SIGNAGE

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AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text As Noted

AutoCAD SHX Text C2.0

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AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

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Cut/Fill Summary

Name

VOLUME CALCULATION 1

Totals

Cut Factor

1.000

Fill Factor

1.120

2d Area

4257.04 Sq. Ft.

4257.04 Sq. Ft.

Cut

142.40 Cu. Yd.

142.40 Cu. Yd.

Fill

7.82 Cu. Yd.

7.82 Cu. Yd.

Net

134.50 Cu. Yd.<Cut>

134.50 Cu. Yd.<Cut>

NOTE: Value adjusted by pavement section (10" x 43' x 88'

=3140.72 cu.ft.(116.32 cu. yd.)) to be installed at finish grade.

ENLARGEMENT AREA NO. 3

RICHARD D. ZUPP PARK

IMPROVEMENTS:

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

NORTH

TREE REMOVAL BY

OTHERS

IMPERVIOUS AREAS:

MINI-PITCH PAD = 3784 SQ.FT.

SIDEWALK = 139 SQ.FT.

TOTAL IMPERVIOUS AREA: 3923 SQ.FT.

TOTAL DISTURBED AREA: 16,857 SQ. FT.

(0..39 ACRES)

LIMITS OF

CONSTRUCTION

PROPOSED CONTOUR

FINISHED GRADE

EXISTING CONTOUR

GRADING LEGEND

TREE PROTECTION

GRADING PLAN PT.2

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AutoCAD SHX Text Project Name and Address

AutoCAD SHX Text Firm Name and Address

AutoCAD SHX Text No.

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AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text As Noted

AutoCAD SHX Text C2.1

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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%%UBAR SCALE

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional

C

ERTIFICATION

UMBER 0000013706

SSUED: 07/19/2012

E

XPIRES: 07/19/2023

Herbert Humphrey

C5.0

1.0 CONCRETE PAVEMENT HEAVY DUTY

C5.0

2.0 GDOT STD.SIDEWALK /WHEELCHAIR RAMP DETAILS

CONSTRUCTION

STANDARD 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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AutoCAD SHX Text Project Name and Address

AutoCAD SHX Text Firm Name and Address

AutoCAD SHX Text No.

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AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 07/22/2022

AutoCAD SHX Text As Noted

AutoCAD SHX Text C5.0

AutoCAD SHX Text

NTS

NTS

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional

C

ERTIFICATION

E

XPIRES: 07/19/2023

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.

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CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

FABRIC AND SUPPORTING FRAME FOR

STEEL FRAME AND SILT FENCE INSTALLATION

INLET PROTECTION

Sd2-F

Note: Pay Item to be provided. The inlet protection to be installed as directed by Engineer.

ES&PC GENERAL

NOTES & DETAILS

/"ABOVE GRADE"

C6.0

1.0

CONCRETE WASHDOWN AREA

Sd1-S

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

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AutoCAD SHX Text 7/25/22

AutoCAD SHX Text

RICHARD D. ZUPP PARK

AutoCAD SHX Text

RECREATION FACILITY IMPROVEMENTS

AutoCAD SHX Text

1547-1571 TEMPLE AVE.

AutoCAD SHX Text

COLLEGE PARK, GA. 30337

AutoCAD SHX Text

CP1747LDP

AutoCAD SHX Text 07/22/2022

AutoCAD SHX Text As Noted

AutoCAD SHX Text C6.0

AutoCAD SHX Text

CODE

AutoCAD SHX Text

PRACTICE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

MAP

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

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

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

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

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

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

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

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

AutoCAD SHX Text

FITTING

AutoCAD SHX Text

SEDIMENT

AutoCAD SHX Text

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

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INLET

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SEDIMENT

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TRAP

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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.

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TEMPORARY

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SEDIMENT

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BASIN

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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.

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TEMPORARY

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STREAM

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CROSSING

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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.

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STORMDRAIN

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OUTLET

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PROTECTION

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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.

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SURFACE

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ROUGHENING

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STRUCTURAL PRACTICES

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FLOATING

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SURFACE

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SKIMMER

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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.

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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.

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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.

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DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)

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

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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.

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DISTURBED AREA STABILIZATION (SODDING)

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

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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.

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POLY- CRYLAMIDE (PAM)

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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.

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TACKIFIERS AND BINDERS

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

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CODE

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PRACTICE

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DETAIL

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MAP SYMBOL

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DESCRIPTION

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VEGETATIVE MEASURES

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BEGIN CONSTRUCTION 2022

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GENERAL CONSTRUCTION SCHEDULE

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SEPTEMBER

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OCTOBER

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BEGIN CLEARING AND GRADING

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

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

AutoCAD SHX Text Approx. Start Date9/3/2022 , Approx. Completion Date:10/30/2022 PHASE SCHEDULE:ALL

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CONSTRUCT MINI-PITCH 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.

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FLOW

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FLOW

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(IF NEEDED)

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%%UNOTES

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1. DESIGN IS FOR SLOPES NO GREATER THAN 5%%%

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(NOT DESIGNED FOR CONCENTRATED FLOWS).

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2. THE STEEL POSTS SUPPORTING THE SILT FENCE

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MATERIAL SHOULD BE SPACED EVENLY AROUND

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THE PERIMETER OF THE INLET (MAXIMUM OF 3'

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APART).

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3. THE STEEL POSTS SHOULD BE SECURELY DRIVEN

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AT LEAST 18" DEEP.

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4. THE FABRIC SHOULD BE ENTRENCHED AT LEAST

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12" AND THEN BACKFILLED WITH CRUSHED STONE

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OR COMPACTED SOIL.

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FABRIC WITH WIRE-BACKING SUPPORT

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GATHER EXCESS AT CORNERS

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WIRE-BACKING

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*FABRIC ENTRENCHED AT

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LEAST 12" AND BACKFILLED

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WITH CRUSHED STONE OR

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COMPACTED SOIL.

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BURIED FABRIC

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STAKE

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CRUSHED STONE OR COMPACTED SOIL

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DROP INLET WITH GRATE

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

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FLOW

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FABRIC (WOVEN WIRE FENCE BACKING)

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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.

COMPLETE FINISH GRADING AND FINAL GRASSING

METROCORP

DEVELOPMENT

ENTERPRISES, INC.

3707 MAIN STREET,

SUITE No. 15

COLLEGE PARK, GA. 30337

Ds3

STABILIZATION WITH PERMANENT

VEGETATION

FERTILIZER RATES FOR PERMANENT VEGETATION (Ds-3)

Ds3

Ds3

Ds3

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Level II Certified Design Professional

C

ERTIFICATION

E

XPIRES: 07/19/2023

Herbert Humphrey

ES&PC DETAILS

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Project

AutoCAD SHX Text Date

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text Project Name and Address

AutoCAD SHX Text Firm Name and Address

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text General Notes

AutoCAD SHX Text 7/25/22

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RICHARD D. ZUPP PARK

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RECREATION FACILITY IMPROVEMENTS

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1547-1571 TEMPLE AVE.

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COLLEGE PARK, GA. 30337

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CP1747LDP

AutoCAD SHX Text 07/22/2022

AutoCAD SHX Text As Noted

C5.0