ROSENFELD PARK BIDDING PLANS 2026 05 18 1.pdf

PDF 43 MB Posted May 19, 2026

Attached to: ITB 2026-001 Rosenfeld Park Improvements Construction Project
Solicitation number: PE-66956-NONST-2026-000000064
Issued by: Dekalb County, Georgia

About this file

Written by GovTribe AI · May 25, 2026

Rosenfeld Park Improvements Construction Project Summary

This document is a comprehensive set of construction bidding plans for the City of Tucker, Georgia, prepared by Keck & Wood, Inc., for the Rosenfeld Park Improvements project located at 2088 Glacier Drive in DeKalb County, Georgia. The project encompasses site construction improvements including demolition of existing structures (tennis courts, bleachers, retaining walls, and concrete paths), site preparation and grading, construction of new tennis courts with NovaCushion surface systems, a bioretention pond and infiltration trench for stormwater management, retaining walls, concrete sidewalks and pedestrian paths with ADA-compliant ramps, a parking area with striping, chain-link fencing, landscape improvements, and electrical work including Musco lighting systems. The plans include detailed construction details, erosion and sediment control measures, drainage profiles, and specifications for all components. The project is issued for bidding as of May 18, 2026, with the construction documents serving as the basis for competitive bids from qualified contractors.

The bidding plans establish comprehensive technical and administrative requirements for the contractor, including responsibility for obtaining all necessary permits (demolition and construction), compliance with local, state, and federal building codes, utility coordination and verification, erosion control installation prior to any work, daily inspections and maintenance of erosion controls, spill prevention and cleanup procedures, and proper disposal of all demolition debris and hazardous materials. The contractor must coordinate with Musco for salvage of existing light poles, conduct geotechnical proof-roll of subgrade in the presence of a geotechnical engineer, maintain temporary site access through all entrances, and provide equipment storage within the site limits unless written permission is obtained. The plans incorporate Georgia Department of Transportation (GDOT) standards and City of Tucker specifications, with the more stringent standard applying in cases of conflict. Contractor costs include all demolition, erosion control, inspections, sampling, testing, and mobilization, with the project subject to NPDES storm water permitting requirements and turbidity monitoring protocols for the receiving water (Little Stone Mountain Creek).

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City of Tucker 1975 Lakeside Parkway, Suit 350 Tucker, GA 30084 (470)273-3076 Contacts: Sara Holmes

Construction Drawings for the

Keck and Wood 3090 Premiere Pkwy, Suite 200 Duluth, GA 30097 (678)417-4000

LOCATION MAP

N.T.S.

Rosenfeld Park Improvements

2088 Glacier Drive Tucker, Dekalb, Georgia April 20, 2026

OWNED BY:

DEVELOPED BY:

AREA MAP

I-75

I-85

ATLANTA

I-20

Tucker

N.T.S.

C-0.0

C O

V E

R S

H E

E T

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

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Is su ed fo r B id di ng

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This drawing and the design shown are the property of Keck & Wood, Inc. The reproduction, copying or other use of this drawing without written consent is prohibited and any infringement will be subject to legal action.

C-0.0 COVER SHEET

C-0.1 GENERAL NOTES AND LEGEND

C-1.0 EXISTING CONDITIONS PLAN

C-2.0 DEMOLITION PLAN

C-3.0 SITE PLAN

C-4.0 GRADING PLAN

C-4.2 DRAINAGE PROFILES

SITE PLANS

D-1.0 CONSTRUCTION DETAILS

D-2.0 CONSTRUCTION DETAILS

SHEET NUMBER SHEET TITLE

EC-0.1 ESPCP NOTES

EC-1.0 ESPCP - PHASE 1

EC-1.1 ESPCP - PHASE 2

EC-1.2 ESPCP - PHASE 3

EC-2.0 ESPCP DETAILS

L-1.0 LANDSCAPE PLAN

L-2.0 LANDSCAPE DETAILS

EC-0.2 ESPCP NOTES

EC-2.1 ESPCP DETAILS

PROJECT

LOCATION

EC-0.3 ESPCP NOTES & LEGEND

EC-0.4 ESPCP CHECKLIST

C-4.1 STORM DRAINAGE PLAN

D-3.0 CONSTRUCTION DETAILS

D-4.0 CONSTRUCTION DETAILS

D-5.0 CONSTRUCTION DETAILS

D-6.0 CONSTRUCTION DETAILS

D-7.0 CONSTRUCTION DETAILS

E-0.1 NOTES & LEGENDS - ELECTRICAL

E-0.2 COMCHECK - ELECTRICAL

E-1.0 DEMOLITION - ELECTRICAL

E-3.0 LIGHTING & POWER - ELECTRICAL

E-4.0 RISER DIAGRAM & LIGHTING SCHEDULE

E-2.0 PHOTOMETRICS - ELECTRICAL

D-8.0 CONSTRUCTION DETAILS

D-9.0 CONSTRUCTION DETAILS

5/18/26

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

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G E

N E

R A

L N

O T

E S

A N

D L

E G

E N

H Y D

LOC

GRADING / EROSION CONTROL

ACCACC

u u u

LOD

MAIL

WQ2

F F

SANITARY MANHOLE

SANITARY SEWER LINE

SANITARY SEWER SERVICE

SEWER FORCE MAIN

AIR RELEASE VALVE

POTABLE WATER

SANITARY SEWER

EXISTING PROPOSED

FIRE HYDRANT

WATER SERVICE

WATER VALVE

TEE

TAP

REDUCER

BLOWOFF

STUBOUT

WATERLINE

FIRE LINE

WELL

STORM SEWER

FLARED END SECTION

TYPE 1 CATCH BASIN

TYPE 9 CATCH BASIN

STORM DRAIN JUNCTION BOX

DROP INLET

STORM DRAIN

STORM DRAIN EASEMENT

MAJOR CONTOUR

MINOR CONTOUR

TEMPORARY CONTOUR

SPOT ELEVATION

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

TEMPORARY INLET PROTECTION

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

TEMPORARY DIVERSION DIKE

TEMPORARY DIVERSION SWALE

PERMANENT SWALE/DITCH

EXISTING SWALE/DITCH

SILT FENCE

TIME OF CONCENTRATION

TEMPORARY SEDIMENT TRAP

BASIN

WATER QUALITY BASIN

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

CHECK DAM

TEMPORARY FILTER BERM

TREE PROTECTION FENCING

CONCRETE WASHOUT AREA

EXISTING PROPOSED

DRY UTILITIES

LIGHT POLE

POWER POLE

GUY WIRE

ELECTRICAL TRANSFORMER

ELECTRICAL BOX

TELEPHONE PEDESTAL

TRANSMISSION TOWER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

GAS VALVE

GAS LINE

UNDERGROUND TELEPHONE

SITE PLAN

ACCESSIBLE RAMP

SIGN

DOUBLE POLE SIGN

ACCESSIBLE PARKING SPACE

CROSSWALK

DIRECTIONAL ARROWS

(FOR INFORMATION ONLY)

DIRECTIONAL ARROWS

(TO BE PAINTED)

CONCRETE SIDEWALK

BOLLARD

MAIL BOX

REVISION MARKER

SURVEY

EXISTING IRON PIN

NEW IRON PIN (5/8" REBAR)

CALCULATED POINT

BENCHMARK

500.00

TW-500.00

BW-500.00

500.00

TW-500.00

BW-500.00

A B

>-SS-> >-SS->

D D

N 61°47'59" E 1413.93'

XXX

ooooooooooooooooooooooooo

R/W

OTHER LINE TYPES

ROAD CENTERLINE

PROPERTY LINE

PROPERTY BOUNDARY

WOOD FENCE

BARBED WIRE FENCE

CHAIN LINK FENCE

CITY LIMITS

PHASE LINES

STREAM

STREAM BUFFER

CURB AND GUTTER

EDGE OF PAVEMENT

SETBACK

AIR LINES

PETRO LINES

PERMANENT EASEMENT

TEMPORARY EASEMENT

RIGHT OF WAY

G E

N E

R A

L N

O T

E S

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo o oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo o ooo ooo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo ooo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo ooo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo o oo oo oo oo oo oo oo oo oo oo oo oo oo o o oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo ooo o oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo oo ooo oo oo oo oo oR /W

R /W

R/W

R/W R/W R/W

R/W R/W

SDSD

100010

C-1.0

E X

C O

N D

N S

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

G :\S ha re d D riv es

Pr oj ec ts \2

- R os en fe ld

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\R os en fe ld P ar k

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0 20' 40'

SCALE: 1" = 20'

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

R /W

R/W

R/W R/W R/W

R/W R/W

SDSD

100010

REMOVED AND SAVE

EXISTING LIGHT POLES, TYP.

CONTRACTOR TO COORDINATE WITH

MUSCO TO SALVAGE LIGHT POLES.

REMOVE EXISTING

BLOCK WALL

REMOVE EXISTING

BLEACHERS

REMOVE EXISTING

TIMBER STEPS

REMOVE EXISTING

CONCRETE PATH

DO NOT DISTURB

EXISTING BATH HOUSE

REMOVE EXISTING

TIMBER WALL

REMOVE EXISTING

TENNIS COURTS

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING 10'

CHAIN LINK FENCE, TYP.

REMOVE EXISTING

CURB & GUTTER

AT PROPOSED DRIVEWAY

REMOVE EXISTING

CONC SIDEWALK

AT PROPOSED DRIVEWAY

C-2.0

D E

M O

P L

A N

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

G :\S ha re d D riv es

Pr oj ec ts \2

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0 20' 40'

SCALE: 1" = 20'

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT FROM CITY OF TUCKER PRIOR TO

DEMOLITION OF THE SITE.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

3. ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

4. REMOVE SHRUBS AND TREES AS NOTED. ROOTS AND STUMPS TO BE GRUBBED OUT.

5. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL DISPOSAL OF ALL DEBRIS.

DEMOLITION NOTES:

1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL BUILDING AND UTILITY

INSTALLATION CODES.

2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS FOR ROADS AND STRUCTURES EXCEPT IN CASES WHERE WITHIN CITY OF TUCKER JURISDICTION. IN THESE CASES, THE

CONTRACTOR SHALL USE WHICHEVER SPECIFICATION IS MORE STRINGENT.

3. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER IN CASE OF DISCREPANCIES THAT

AFFECT THE CONSTRUCTION PROJECT.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ADJACENT STRUCTURES OR PROPERTY AS WELL AS ANY DAMAGE TO EXISTING STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION DESIGNATED TO REMAIN.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF DAMAGED PROPERTY TO THE OWNER'S

SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS OR SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT

OF THE ENGINEER.

6. THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING CONSTRUCTION. THESE TEMPORARY PROVISIONS MAY INCLUDE BUT ARE NOT LIMITED TO: TRAFFIC CONTROL, BARRICADES, FLAG-PERSON, SIGNAGE, OR OTHER METHODS

NECESSARY TO ACCOMPLISH THE WORK.

7. CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS

DURING DEMOLITION ACTIVITY.

8. CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE RIGHT-OF-WAY AND MUST BE STORED WITHIN THE SITE UNLESS GRANTED WRITTEN CONSENT BY THE OWNER OF THE AFOREMENTIONED RIGHT-OF-WAY.

9. THE CONTRACTOR IS RESPONSIBLE FOR COMMUNICATION AND COORDINATION WITH CITY OF TUCKER AS REQUIRED

DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITY.

10. THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS AND REQUIREMENTS.

11. THE CONTRACTOR IS RESPONSIBLE FOR THE LEGAL DISPOSAL OF ALL ITEMS DESIGNATED FOR REMOVAL.

12. THE CONTRACTOR SHALL CONTRACT UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.

13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

14. ALL COSTS FOR DEMOLITION SHALL BE INCLUDED IN BID QUOTE.

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

R /W

R/W

R/W R/W R/W

R/W R/W

157'

121'

9.0'

18.0'

5.0'

24.0'

5' CONCRETE SIDEWALK

TENNIS COURTS

SEE DETAILS

PROOF ROLL SUBGRADE

IN PRESCENCE OF

GEOTECHNICAL ENGINEER

9.0' 9.0'

12.00'

78.00'21.50' 21.50'

36.00'

12.50'

R25'

R49'

R3'R3'

SIDEWALK ADA RAMP

GDOT TYPE C

WITH HEADER CURB

SEE DETAIL

LOCLOC

LOC

LOC LOC

LOC

C LOC LO

LOC

LOCLOCLOCLOC

LOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC

TIE TO EXISTING

CURB & GUTTER

TIE TO EXISTING

CURB & GUTTER

PROPOSED ADA RAMP

SEE DETAIL

TIE TO EXISTING SIDEWALK

PROPOSED ADA RAMP

SEE DETAIL

TIE TO EXISTING SIDEWALK

5' CONRETE SIDEWALK

24 IN CURB & GUTTER, TYP.

PROPOSED DRIVEWAY TO

MATCH EXISTING

PAVEMENT ELEVATION

CONTRACTOR TO IDENTIFY

BEST LOCATION THAT MINIMIZES

IMPACT TO THE WOODED AREA

AND ALLOWS FOR AN ADA

COMPLIANT PATH

CHAIN LINK

FENCE GATE - 7' HT.

CHAIN LINK

FENCE GATE - 7' HT.

REMOVE EXISTING STOP SIGN

AND REPLACE WITH NEW

GDOT STD. STOP SIGN

PROPOSED TYPE B RAMP.

SEE SHEET D-4.0 FOR DETAIL.

R14' R24'

PROPOSED STOP SIGN

PROPOSED PAINT STOP BAR

53'

PROPSED MUSCO LIGHTING (TYP., 4 ON SITE)

PROPOSED BIORETENTION POND #1

SEE DETAILS

BOTTOM ELEV: 989.0

PONDING ELEV: 990.0

TOP OF BERM: 991.0

21.00' 18.00'

13.50'

4.50'

12.00'

4.50'

21.50'

12.00'

21.00'

12.00'

21.00'

24.87' 24.87'

24.87'

80.00'

8.00' 10.00'

98.83'

50.83'

6.00'

51.50'

42.00'

51.50'

18.00'

MATCH EX.

PROPOSED BLOCK STAIRS

SEE DETAIL 24, SHEET D-5.0

PROPOSED SWALE

PROPOSED GRAVITY WALLS

SEE DETAIL 29, SHEET D-8.0

PROPOSED CONCRETE

PEDESTRIAN PATH

PROPOSED CONCRETE STEPS

(SEE DETAIL 25, SHEET D-6.0)

CHAIN-LINK FENCE (10' HT.)

(SEE DETAIL 30, SHEET D-9.0)

TERRACED SEATING SECTION

(SEE DETAIL 28, SHEET D-7.0)

ADA SIGN LOCATION

ATTACHED TO FENCE FABRIC

24.87'

CONNECT BLOCK STAIRS

TO CONCRETE STEPS

C-3.0

E P

L A

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

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220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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Pr oj ec ts \2

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0 20' 40'

SCALE: 1" = 20'

A A'

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

R /W

R/W

R/W R/W R/W

R/W R/W

SDSD

100010

S S

S S S

S S

992.55

992.55993.10

993.10

993.05

991.50

991.76

992.24

992.22

992.25

992.14

992.09

992.40

992.39

992.48

992.52

992.49

992.55

991.34

989.00

990.71 991.14

991.34 991.30

991.50

992.00

990.00

989.75

988.58

989.81

989.93

987.65

991.77

993.10

LOCLOC

LOC

LOC LOC

LOC

C LOC LO

LOC

LOCLOCLOCLOC

LOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC

PROPOSED BIORETENTION POND #1

SEE DETAILS

BOTTOM ELEV: 989.0

PONDING ELEV: 990.0

TOP OF BERM: 991.0

CONCRETE SPILLWAY

GDOT STD. 9013

SEE DETAIL

PROPOSED PEDESTAL TOP INLET

SEE DETAIL

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

GRASS CHANNEL

BMP #3

SEE DETAIL

6" PERFORATED PVC

UNDERDRAIN

6" PERFORATED PVC

UNDERDRAIN

10001003

992 992

992 991 990

INFILTRATION TRENCH

5' WIDE X 160' LONG X 3.5' DEEP

BMP #4

SEE DETAIL

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

1008.16 (ex. stair connection)

TOP: 996.30

18" NYLOPLAST JUNCTION BOX

SEE DETAIL

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

993.04

992.94

993.10

993.20

993.17

993.17 995.20

995.20

993.17

993.17 995.20

995.20

993.20

995.27 997.27

995.20

995.26

TW 997.27

997.27

HP 996.78

996.86

996.93

995.57

997.20

RIP RAP LINED CHANNEL TO CURVE TOWARD

EXISTING DITCH, REF. EC-1.1

FOR RIP RAP DETAILS

C-4.0

G R

A D

P L

A N

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

G :\S ha re d D riv es

Pr oj ec ts \2

- R os en fe ld

P ar k Im pr ov em en ts \C

\D ra w in gs

\R os en fe ld P ar k

C on st ru ct io n-

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0 20' 40'

SCALE: 1" = 20'

FLOODPLAIN CUT/FILL ANALYSIS:

CUT: 139.70 CY

FILL: 114.18 CY

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

R /W

R/W

R/W R/W R/W

R/W R/W

SDSD

100010

15" HDPE

LOCLOC

LOC

LOC LOC

LOC

C LOC LO

LOC

LOCLOCLOCLOC

LOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC

PROPOSED BIORETENTION POND #1

SEE DETAILS

BOTTOM ELEV: 989.0

PONDING ELEV: 990.0

TOP OF BERM: 991.0

CONCRETE SPILLWAY

GDOT STD. 9013

SEE DETAIL

PROPOSED PEDESTAL TOP INLET

SEE DETAIL

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

GRASS CHANNEL

BMP #3

SEE DETAIL

6" PERFORATED PVC

UNDERDRAIN

6" PERFORATED PVC

UNDERDRAIN

10001003

992 992

992 991 990

12" HDPE

INFILTRATION TRENCH

5' WIDE X 160' LONG X 3.5' DEEP

BMP #4

SEE DETAIL

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

OBSERVATION WELL (TYP)

6" PERFORATED PVC TO

BOTTOM OF TRENCH

18" R

12" HDPE

6" P

P ip e

- P

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

0+00

1+00

2+00

2+11.76

18" NYLOPLAST JUNCTION BOX

SEE DETAIL

18" DOME NYLOPLAST DRAIN BASIN

SEE DETAIL

RIP RAP LINED CHANNEL TO CURVE TOWARD

EXISTING DITCH, REF. EC-1.1

FOR RIP RAP DETAILS

C-4.1

R M

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L A

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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0 20' 40'

SCALE: 1" = 20'

STORM SYSTEM A

PROPOSED GRADE

EXISTING GRADE

70 LF OF 15" HDPE

@ 0.50%108 LF OF 18" RCP

@ 1.00%

18" NYLOPLAST DRAIN BASIN

TOP ELEV. 991.50

INV. IN 987.53 (12" HDPE)

INV. IN 989.36 (12" HDPE)

INV. OUT 987.43 (15" HDPE)

GRATE INLET - GDOT 1019A TYPE C

TOP ELEV. 990.00

INV. IN 987.08 (15" HDPE)

INV. OUT 987.00 (18" RCP)

HEADWALL -

GDOT 1125

INV. 985.92

STORM SYSTEM B

41 LF OF 12" HDPE

@ 2.00%

99 LF OF 12" HDPE

@ 1.65%

18" NYLOPLAST JUNCTION BOX

TOP ELEV. 994.78

INV. IN 992.17

INV. OUT 990.17

18" NYLOPLAST DRAIN BASIN

TOP ELEV. 996.30

INV. OUT 993.80

PROPOSED GRADE

EXISTING GRADE

70 LF OF 15" HDPE

@ 0.50%

18" NYLOPLAST DRAIN BASIN

TOP ELEV. 991.50

INV. IN 987.53 (12" HDPE)

INV. IN 989.36 (12" HDPE)

INV. OUT 987.43 (15" HDPE)

A3.2

12" CLEAN OUT

TOP ELEV. 993.16

INV. OUT 988.69 (6" PVC Pipe)

6" PVC Pipe-PERFORATED

12" HDPE

A3.1

18" NYLOPLAST JUNCTION BOX

TOP ELEV. 992.48

INV. IN 987.80 (6" PVC Pipe)

INV. OUT 987.70 (12" HDPE)

RIP RAP PROTECTION

SEE SHEET EC-1.1

FOR LIMITS AND QUANTITY

C-4.2

R M

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A G

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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D-1.0

C O

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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DRAINAGE IN A SINGLE PLAN

TYPICAL DRAINAGE PATTERN

FOR MULTIPLE TENNIS COURTS

(NOT TO SCALE)

NOTES:

MAXIMUM RECOMMENDED LENGTH OF

SLOPE ACROSS COURT SURFACES IS

180'. LONGER LENGTHS CAN LEAD TO

EROSION OF THE SURFACE OR

SURROUNDING AREAS.

1 2 3 TENNIS NET POST FOOTING

DRAINAGE PATTERN

ASPHALT COURT SECTION

6 TYPICAL COURT OVERRUNS

EXTENDED APRON SECTION - ASPHALT COURT

COURT SURFACE SYSTEMS 7

PLAYING LINE LAYOUT

NOTE:

FOOTING FOR INFORMATION PURPOSES ONLY.

CONTRACTOR TO PROVIDE SHOP DRAWINGS

FOR APPROVAL.

NOTES:

STRIPING TO BE PROVIDED BY COURT

SURFACE VENDOR, INCLUDE IN

SUBMITTAL

NOTES:

TENNIS COURT SURFACE TO BE NOVACUSHION COLOR FINISH SYSTEM BY NOVA

SPORTS U.S.A. INC. (800 USA NOVA) / WWW.NOVASPORTS.COM, OR CITY APPROVED

EQUAL

SURFACING SHALL BE A COMPLETE SYSTEM INSTALLATION, WITH ALL PREPARATION,

PRODUCTS, ETC. AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS. DEPENDING

ON SELECTED MANUFACTURER, SUFACE CONDITIONS OF THE ASPHALT MAY DIFFER.

INCLUDE MODIFICATIONS TO ASPHALT SYSTEM AS RECOMMENDED BY THE

MANUFACTURER AS PART OF THE BID PRICE. SUBMIT PRODUCT INFORMATION FOR

REVIEW AND COLOR SAMPLES FOR APPROVAL PRIOR TO ANY ORDERING, INSTALLATION,

ETC.

TENNIS EQUIPMENT8

TENNIS EQUIPMENT SPECIFICATION:

DOUGLAS INDUSTRIES, INC. WWW.DOUGLAS-SPORTS.COM

FOR EACH COURT PROVIDE:

NET: TN-28DM TOURNAMENT TENNIS NET (ITEM NO. 30060)

SIDEWINDER CRANK, 3.5", GREEN (63005);

GS-24 STEEL GROUND SLEEVE FOR 3.5" O.D. POST;

DELUXE ACS ADJUSTABLE CENTER STRAP (20600),

CENTER TIE-DOWN ANCHOR (63428)

ALL EQUIPMENT: PROVIDE MANUFACTURER'S CUTSHEETS FOR COLOR REIVEW AND

APPROVAL. INSTALL ALL COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS.

MANUFACTURES SHALL BE THOSE LISTED, OR CITY APPROVED EQUAL.

D-2.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

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Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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TENNIS NET CENTER STRAP ANCHOR8 10 CONCRETE SIDEWALK DETAIL

1. SIDEWALK FINISH IS TO BE A BROOM FINISH AND TO THE SATISFACTION OF THE CITY OF TUCKER. CITY & ENGINEER

TO REVIEW FIRST POUR, PRIOR TO MOVING FORWARD WITH REMAINING CONCRETE PLACEMENT.

GENERAL NOTES:

2. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT MAXIMUM 8' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT MAXIMUM 48' INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. SEE PLANS FOR JOINT LOCATIONS.

3. JOINT SEALANT SHALL COMPLY WITH GDOT STANDARD SPECIFICATIONS.

4. SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.00% AND A MAXIMUM LONGITUDINAL SLOPE OF 8.3%.

5. ALL CONCRETE TO BE A MINIMUM 3,500 PSI.

9 TENNIS NET ELEVATION

PAINTED ACCESSIBLE SYMBOL

ACCESSIBLE PARKING SIGN

2" 2"

2" 5"

12"

N.T.S.

SIGN MOUNTING DETAIL11 PAINTED ACCESSIBLE SYMBOL12

STOP

(USE WHERE SIGN IS NOT WITHIN CURBED ISLAND)

SIGN MOUNTING AND BASE WITH BOLLARD

(USE WHERE SIGN IS WITHIN CURBED ISLAND)

SIGN MOUNTING AND BASE WITHOUT BOLLARD

D-3.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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PARKING STRIPING DETAIL13 15 ADA PARKING STRIPING DETAIL14 PAVEMENT SECTION DETAIL

ADA PARKING STRIPING

TYPICAL PARKING STRIPING

GENERAL NOTES

BIORETENTION DETAIL16 INFILTRATION TRENCH DETAIL17

D-4.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

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Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

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G la ci er

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220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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CONCRETE SPILLWAY DETAIL18 19 SIDEWALK WHEELCHAIR RAMP DETAIL

CURB & GUTTER DETAIL20 PEDESTAL TOP INLET DETAIL21

NOTE:

TYPE 'C' WITH A PEDESTAL

TOP TO BE USED.

D-5.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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18" NYLOPLAST DRAIN BASIN22 23 18" NYLOPLAST DRAIN BASIN

SCALE: 2" = 1' - 0"

GDOT STANDARD GAB

(GRADED AGGREGATE BASE)

#57 STONE

18" MIN.

(VARIES)

NOTES:

1. BLOCK WALL & CAP TO BE BELGARD HERITAGE AB

COLLECTION, OR CITY APPROVED EQUAL.

2. COLOR TO BE SELECTED BY OWNER DURING SUBMITTAL

PROCESS. CONTRACTOR TO PROVIDE FULL COLOR RANGE

FOR APPROVAL PRIOR TO ORDERING.

3. INCLUDE CORNER BLOCKS AS REQUIRED BASED ON LAYOUT.

FILTER FABRIC

COMPACTED SUBGRADE

BLOCK WALL CAP

BLOCK WALL

CORNER BLOCK

PLAN VIEW (NTS)

CORNER BLOCK

GDOT STANDARD GAB

(GRADED AGGREGATE BASE)

6" - 7" RISER

D-6.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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NTS

1 12" O.D. HANDRAIL,

REF. HANDRAIL DETAILS

SHEET C.6.X

ADJACENT PAVING,

REF. SITE PLAN

1'-0" FROM

NOSE OF

TOP STAIR

3'-0"

EQUAL SPACING

5' MAX. / 4' MIN.

1'-0" FROM

NOSE OF

TOP STAIR

1'-0"

ADJACENT PAVING,

REF. SITE PLAN

EXPANSION JOINT

1'-0"

TYP.

2% SLOPE

NOTES:

1. REVIEW GRADING PLANS FOR RISER

NUMBERS

2. ALL RISERS TO BE 6" HT. UNLESS

OTHERWISE INDICATED ON THE PLANS.

3. PROVIDE LIGHT BROOM FINISH

4. TREADS TO SLOPE 1% FOR POSITIVE

DRAINAGE

5. CONCRETE TO BE 3500 PSI AIR

ENTRAINED, FIBER REINFORCED CONC.

1'-0"

1'-6"

1'-0"

R1.5"

#4 BARS 12" O.C.E.W.

2" CLEAR

TO REINFORCING

#3 BARS CONT.

1" CLEAR

3500 PSI CONCRETE

CHEEKWALL, SEE PLANS FOR

LOCATION, REF DETAIL THIS SHEET

R1.5"

RAIL NOTES26

1 12" O.D. ALUMINUM PIPE RAIL

(1.90 O.D., 0.145 WALL THICKNESS)

WELD ALL AROUND

FINISHED GRADE / ADJACENT

PEDESTRIAN PAVING

NOTE: FOOTING TO BE INTEGRAL

WITH PAVING

1'-0"

2" CLEAR

16" Ø WEEP HOLE, LOCATE

AWAY FROM PED. PAVING

WHEN POSSIBLE

CORE DRILL HOLE LARGE ENOUGH

TO RECEIVE POST (POST DIA. + 12")

INSTALL POST W/ NON-SHRINK

GROUT

PROVIDE SLIGHT SLOPE W/ GROUT

AWAY FROM POST

16" Ø GROUT HOLE

CONCRETE STEPS WITH HANDRAIL

D-7.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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8'-0"

STRUCTURAL FILL FOR AREA

BETWEEN GRAVITY WALLS

TERRACED SEATING - SECTION CUT (A - A')

PROPOSED SWALE

(REFERENCE GRADING PLAN)

18"

1" 4"

10'-0"

PROPOSED TENNIS

COURTS

COURT FENCING

2:1 MAX SLOPE

SLOPE 1%

1" SAND BEDDING

6" PERFORATED PVC PIPE

COMPACTED SUBGRADE TO 95%

SUBGRADE (TYP.)

SCALE: 1" = 1' - 0"

SCALE: 2" = 1' - 0"

1" AIR GAP

SEE GDOT DETAIL (GDOT903IL, SEE SHEET D-8.0)

4" STONE VENEER

(TYP.)

3" ROUNDED STONE CAP

(TYP.)

EXPANSION JOINT

(TYP.)

POURED IN PLACE CONCRETE

(TYP.)

GROUT FILL BEFORE GRADE

(TYP.)

#57 STONE CRUSHED

AGGREGATE (TYP.)

1" OVERHANG

D-8.0

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Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

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co m

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D-9.0

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1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

N O

Adam Shelton, P.E.

05/18/2026

KR BF

R os en fe ld P ar k

Im pr ov em en ts

G la ci er

D ri ve T uc ke r, G eo rg ia

220238

Is su ed fo r B id di ng

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

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END & CORNER POST 3" DIA.

POST SIZING CHART

CORNER & END POST LINE POST De HOLE DIA

FENCE HEIGHT A B C D

4' - 0" 4' - 3" 7' - 3" 3' - 11 34" 6' - 11 34" 3' - 0" 1'-0"

5' - 0" 5' - 3" 7' - 8" 4' - 11 34" 7' - 6"

6' - 0" 6' - 0 58" 9' - 9 58" 5' - 8 78" 9' - 5 78" 3' - 9" 1'-0"

8' - 0" 8' - 0 58" 12' - 3 58" 7' - 8 78" 11' - 11 78" 4' - 3" 1'-0"

10' - 0" 10' - 0 58" 13' - 1" 9' - 8 78" 12' - 8"

12' - 0" 12' - 0 58" 16' - 6 58" 11' - 8 78" 16' - 2 78" 4' - 6" 1'-0"

SINGLE LEAF GATES

N O

. H

H P

G E

R D

G E

P O

G E

S C

E B

3' - 0"

2" O

" 3' - 1"

0' -2

3" O

3'1-1/2"

2'8-1/2" 3' - 6" 3' - 7" 3'7-1/2" 3'2-1/2" 4' - 0" 4' - 1" 4'1-1/2" 3'8-1/2" 5' - 0" 5' - 1" 5'1-1/2" 4'8-1/2" 6' - 0" 6' - 1" 6'1-1/2" 5'8-1/2" 7' - 0"

0' -3

7' - 1"

4" O

7'1-1/2" 6'8-1/2" 8' - 0" 8' - 1" 8'1-1/2" 7'8-1/2" 9' - 0" 9' - 1" 9'1-1/2" 8'8-1/2"

10' - 0" 10' - 1" 10'1-1/2" 9'8-1/2" " --- --- --- 6-5/8" 10'2-1/2" 3-1/2" 9'8-1/2"

11' - 0" --- --- --- 4" 11'1-1/2" 2-1/4" 10'8-1/2" " --- --- --- 6-5/8" 11'2-1/2" 3-1/2" 10'8-1/2"

12' - 0" --- --- --- 4" 12'1-1/2" 2-1/4" 11'8-1/2"

6-5/8" 12'2-1/2"

3-1/2" 11'8-1/2"

13' - 0" --- --- --- 13'1-1/2" 12'7-1/2"

DOUBLE LEAF GATES

N O

. H

H P

G E

R D

G E

P O

G E

S C

E B

6' - 0"

2" O

" 6' - 0"

0' -2

3" OD 6'0-1/2"

2'8-1/2" 7' - 0" 7' - 0"

4" O

7'0-1/2" 3'2-1/2" 8' - 0" 8' - 0" 8'0-1/2" 3'8-1/2"

10' - 0" 10' - 0" 10'0-1/2" 4'8-1/2" 12' - 0" 12' - 0" 12'0-1/2" 5'8-1/2" 14' - 0"

0' -3

14' - 0"

4" O

14'0-1/2" 6'8-1/2" 16' - 0" 16' - 0" 16'0-1/2" 7'8-1/2" 18' - 0" 18' - 0" 18'0-1/2" 8'8-1/2" 20' - 0" 20' - 0" 20'0-1/2" 9'8-1/2"

" --- --- --- 6-5/8" 20'2-1/2" 3-1/2" 9'8-1/2" 22' - 0" --- --- --- 4" 22'0-1/2" 2-1/4" 10'8-1/2"

" --- --- --- 6-5/8" 22'2-1/2" 3-1/2" 10'8-1/2" 24' - 0" --- --- --- 4" 24'0-1/2" 2-1/4" 11'8-1/2"

6-5/8"

24'2-1/2" 3-1/2"

11'8-1/2" 26' - 0" --- --- --- 26'0-1/2" 12'7-1/2"

GATE SIZING CHART

OPENING

(REF. TO PLANS)

PROVISION FOR PADLOCK

ALL JOINTS SHALL BE

WELDED TO CREATE A

RIGID FRAME.

2 78" O.D. ROUND HINGE

POST

POST CAP (SAME MAT'L/COATING AS POST) - TYP

#9 GAUGE BEFORE

COATING CHAIN LINK

FABRIC 2" MESH

3" O.D. GATE POST

POST FOOTING AS

REQUIRED

B D

10' MAX. O.C.

POST CAP (TYP.)

TIE WIRES SPACED ON 24"

1 5/8" O.D TOP & BOTTOM RAILS

LINE POST CAP

LINE POST 2 3/8" O.D

1 5/8" O.D MIDDLE RAIL

LINE POST TIES ON 12"+C

MID-HEIGHT OF FENCE

1 5/8" O.D BRACE RAIL 8'

AND 10' FENCING ONLY

3000 PSI CONC. @ 28 DAYS REFER TO POST

SIZING CHART, FOOTING TYP. FOR LINE POST

NOTE:

ALL FENCE HAS BOTTOM RAIL.3000 PSI CONC. @ 28 DAYS, SEE 2/C4.03

FOR POST SIZING CHART FOOTING

TYP. FOR CORNER AND PULL POST

FINISHED GRADE

TRUSS ROD 1/2" DIA.

TURNBUCKLE

1 5/8" O.D. BRACE RAIL

9 GAUGE CHAIN LINK

KNUCKLED TOP AND

BOTTOM

END/CORNER

POST CAP

GATE HINGE

END/CORNER

POST

TENSION BAND

(TYP.)

TENSION BAR

(TYP.)

FINISHED GRADE

TIE WIRE,

18" O.C., (TYP.)

9 GAUGE CHAIN

LINK; KNUCKLED

TOP AND BOTTOM

CONCRETE FOOTING;

SLOPE FOOTING TO

DRAIN, (TYP.)

WELD ALL JOINTS TO

MAKE RIGID FRAME

PADLOCK PROVISION

2" ANCHOR PIN

1" O.D ANCHOR SLEEVE

6" 1'

FRAME

ACTUAL OPENING

(REF. TO PLANS)

CHAIN LINK FENCE1

CHAIN LINK GATE (DOUBLE-SWING)2

CHAIN LINK GATE (SINGLE-SWING)3

EC-0.1

C P

N O

T E

GENERAL NOTES

1. LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY

POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MAPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND

METAL WASTE CONTAINERS.

3. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED AS

NECESSARY TO PREVENT FUTURE SPILLS.

4. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS

REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL

RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.

6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED

WITHIN 24 HOURS AT 1-800-424-8802.

7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACT, THE GEORGIA EPD WILL BE

CONTACTED WITHIN 24 HOURS.

8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACT, THE SPILL WILL BE CLEANED UP

AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

9. THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1,320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY THAT LICENSED

PROFESSIONAL.

10. SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE

CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE

11. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL

GOVERNMENT AGENCY REGARDLESS OF THE SIZE.

12. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF

THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

13. THE CONTRACTOR'S SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSON WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THIS INDIVIDUAL WILL BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE

(OR DESIGNATED ONSITE JOB LOCATION).

1. PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATERS, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS.

2. PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS.

3. CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM

WASH WATER ONSITE.

4. FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED CONTAINERS.

5. BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH MATERIAL

WILL BE DISPOSED OF USING PROPER WASTE DISPOSAL PROCEDURES.

1. CONCRETE TRUCK DRUMS WILL NOT BE WASHED OUT ONSITE.

2. SURPLUS CONCRETE WILL NOT BE DISCARDED ONSITE.

3. CONCRETE TRUCK SHOOTS AND TOOLS WILL BE WASHED OUT INTO THE WORKING TRENCH PRIOR TO BACKFILL.

4. NO WATER FROM WASHING OFF TOOLS OR SHOOTS WILL LEAVE THE SITE OR DRAIN ONTO UNDISTURBED AREAS.

SANITARY WASTE

1. A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY TEN WORKERS ON THE SITE. ALL SANITARY WASTE WILL

BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN

COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS.

2. ALL SANITARY WASTE UNITS WILL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMPS MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE TO PREVENT WASTE FROM CONTRIBUTING TO STORM WATER DISCHARGES.

THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN GRADING PHASE.

INSPECTIONS

PRIMARY PERMITTEE RESPONSIBILITIES. THE DESIGN PROFESSIONAL WHO PREPARED THIS ES&PC PLAN IS TO INSPECT THE INSTALLATION

OF THE INITIAL SEDIMENT REQUIREMENTS AND PERIMETER.

1. EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY PERMITTEE'S SITE, CERTIFIED PERSONNEL

PROVIDED BY THE PRIMARY PERMITTEE SHALL INSPECT: (A) ALL AREAS AT THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT AND (B) ALL LOCATIONS AT THE PRIMARY PERMITTEE'S SITE WHERE VEHICLES ENTER OR EXIT THE SITE FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. THESE

INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED.

2. MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE NOT MET FINAL STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR THE PURPOSE OF COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY. MEASUREMENT OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL

VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION.

3. CERTIFIED PERSONNEL (PROVIDED BY PRIMARY PERMITTEE) SHALL INSPECT THE FOLLOWING AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM ON ANY FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY OR ANY NON-WORKING FEDERAL HOLIDAY IN WHICH CASE THE INSPECTION SHALL BE COMPLETED BY THE END OF THE NEXT BUSINESS DAY AND/OR WORKING DAY, WHICHEVER OCCURS FIRST): (A) DISTURBED AREAS OF THE PRIMARY PERMITTEE'S CONSTRUCTION SITE; (B) AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; AND (C) STRUCTURAL CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN APPLICABLE TO THE PRIMARY PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PERMITTEE MUST COMPLY WITH PART IV.D.4.A.(4). THESE

INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED.

4. CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.E., UNTIL A NOTICE OF TERMINATION IS SUBMITTED TO EPD) THE AREAS OF THE SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S).

5. BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION AND THE POLLUTION PREVENTION AND CONTROL MEASURES IDENTIFIED IN THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. IMPLEMENTATION OF SUCH CHANGES SHALL BE MADE AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION.

6. A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL MAKING EACH INSPECTION, THE DATE(S) OF EACH INSPECTION, CONSTRUCTION PHASE (I.E., INITIAL, INTERMEDIATE OR FINAL), MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.A.(5). OF THE PERMIT SHALL BE MADE AND RETAINED AT THE SITE OR BE READILY AVAILABLE AT A DESIGNATED ALTERNATIVE LOCATION UNTIL THE ENTIRE SITE OR THAT PORTION OF A CONSTRUCTION PROJECT THAT HAS BEEN PHASED HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS SHALL BE READILY AVAILABLE BY END OF THE SECOND BUSINESS DAY AND/OR WORKING DAY AND SHALL IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN A STATEMENT THAT THE BEST MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS

PERMIT.

CITY OF TUCKER

2088 GLACIER DRIVE

TUCKER, GEORGIA 30087

EMAIL: SHOLMES@TUCKERGA.GOV

OWNER1.

EMERGENCY

24-HOUR

CONTACT

2. NAME: SARA HOLMES

PARKS AND RECREATION DEPUTY DIRECTOR

OFFICE # (470) 481-0205 / MOBILE # (470) 554-2595

3. TOTAL SITE AREA: 4.04 ACRES DISTURBED AREA: 1.39 ACRES

4. THE LAND DISTRICTS AND LAND LOTS FOR THE PROJECT ARE: 18 181 01 011 AND 18 181 01 012

5. DESCRIPTION: THE CONSTRUCTION ACTIVITIES GENERALLY INCLUDE CLEARING, GRADING, AND EARTHWORK

REQUIRED TO INSTALL TENNIS COURTS, PARKING LOT, BIORETENTION POND, SIDEWALK, AND ALL NECESSARY EROSION CONTROLS. THE PROJECT WILL ALSO INCLUDE THE DEMOLITION OF EXISTING TENNIS COURTS, RETAINING WALLS, BLEACHERS, STAIRS AND SIDEWALK.

6. EXISTING SITE CONDITIONS AND ADJACENT AREAS: . THE EXISTING SITE CONSIST OF TENNIS COURTS, BLEACHERS, RETAINING WALLS, AND VEGETATION. SLOPES VARY FROM GENTLE TO STEEP AND THE VEGETATION

VARIES FROM GRASS AND SOD TO UNDISTURBED WOODS.

7. THIS SITE DOES NOT CONTAIN WETLANDS OR ANY KNOWN CEMETERIES.

8. NO UNIQUE VEGETATION, INCLUDING WETLAND VEGETATION, HAVE BEEN FOUND TO EXIST WITHIN THE LIMITS OF

THIS PROJECT.

9. PROJECT SITE CONTAINS STATE WATERS REQUIRING UNDISTURBED BUFFERS, 25'.

10. LITTLE STONE MOUNTAIN CREEK IS THE RECEIVING WATERS.

11. THIS PROJECT DOES NOT DISCHARGE STORM WATER INTO AN IMPAIRED STREAM SEGMENT AND IS NOT WITHIN 1

MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS ANY PORTION OF A BIOTA IMPAIRED STREAM

SEGMENT.

12. NO EXISTING STORM DRAIN PIPES OR WEIRS WILL BE AFFECTED.

13. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A

SECTION 404 PERMIT.

14. SITES ARE LOCATED IN THE CITY OF TUCKER UNLESS OTHERWISE NOTED.

15. ALL LAND…

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File details come from the government source that posted it. Updated May 25, 2026.