2026_02_09 Plans for Bid Webb Park.pdf

40 MB Posted

Attached to
Webb Park Construction
Solicitation number
PE-66360-NONST-2026-000000005
Issued by
Cobb County, Georgia

About this file

Written by GovTribe AI ·

This document package comprises construction plans and specifications for Webb Park, a public park project in the City of Emerson, Georgia, prepared by American Engineers, Inc. The project involves the complete redevelopment of approximately 0.81 acres (with 0.73 acres of land disturbance) located on 7th Street in Emerson and includes demolition, grading, storm drainage infrastructure, erosion control, site amenities, hardscape improvements, landscaping, and irrigation systems. The scope of work encompasses removal of existing asphalt and structures; installation of curb and gutter (1,000 square feet); concrete sidewalks (5,240 square feet); two asphalt sports courts (2,200 square feet for basketball and 1,800 square feet for pickleball) with chain-link fencing and recreational equipment; a pavilion structure (390 square feet); parking improvements (3,473-4,000 square feet); site furnishings including benches, grills, and trash receptacles; pathway lighting; and comprehensive landscaping with trees, shrubs, and turf. A pre-proposal meeting is scheduled for Wednesday, March 4, 2026, at 10:00 a.m. at Webb Park, with proposals due at City Hall, 700 Highway 293, Emerson, Georgia 30137, by 10:00 a.m. EST on Tuesday, March 17, 2026. All questions must be submitted to Chad Kastner at chad.kastner@stvinc.com by 5:00 p.m. on Tuesday, March 10, 2026, and all communication regarding the project shall be coordinated through Chad Kastner at (770) 421-8422 or via email.

The construction documents specify that contractors must be qualified, experienced, and licensed to provide all materials, labor, equipment, and work necessary for completion in accordance with the Invitation for Bid (IFB) 26-002 and project specifications. The contractor is responsible for site grading and fill operations (requiring 977 cubic yards of adjusted fill and producing 311 cubic yards of excess soil), drainage installation including storm pipes ranging from 12 to 24 inches in diameter, erosion and sediment control measures, all utilities coordination and protection, and compliance with City of Emerson standards and state and federal regulations including OSHA, EPA, and Georgia Department of Transportation specifications. The project includes detailed requirements for soil compaction (98 percent maximum dry density under roads and structures), vegetation establishment using specified seed and mulch applications, staking and guying of trees, and a one-year maintenance guarantee for all planted materials. Document packages are available for download from the city website at https://www.cityofemerson.org/rfps, with prospective bidders required to notify Chad Kastner upon download. The City of Emerson is an equal opportunity employer and does not discriminate based on race, religion, gender, disability, or national origin.

View the file

Other files

File Type Posted
Invitation for Bid IFB .pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

CITY COMMENTS 11-12-25

CITY COMMENTS 12-17-25

C001

WEBB PARK

7TH STREET

EMERSON, GA 30137

THE CITY OF EMERSON

PO BOX 300

CONSTRUCTION DOCUMENTS FOR:

OWNER/DEVELOPER:

EMERSON, GA 30137

VICINITY MAP FLOOD MAP

SITE

TOTAL SITE AREA = 0.81 ACRES

LIMITS OF LAND DISTURBANCE = 0.73 ACRES

GENERAL NOTES

JURSIDICTION

ZONING

USE

TOTAL AREA OF PROPERTY

FLOOD MAP NUMBER

STATE WATERS LOCATED ON SITE

WETLANDS LOCATED ON SITE NONE

PUBLIC PARK

0.81 AC

CITY OF EMERSON

COVER

SHEET

SHEET LEGEND

1 2 3 4

REVISIONSREVISIO

N

DATE

C001 COVER SHEET

C201 SITE PLAN

C301 GRADING PLAN

C501 EROSION CONTROL PLAN

C701 DETAILS

1305C0269H

C101 EXISTING COND. / DEMO PLAN

C702 DETAILS

C703 DETAILS

C705 DETAILS

PARCEL E003-0002-043

10/09/25

C704 DETAILS

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

IT'S THE LAWKnow what's below.

Call before you dig.

24 HR CONTACT

CITY OF EMERSON: 770.382.9819

P.O. BOX 300

700 HWY 293

EMERSON, GA 30137

NONE

C302 STORM PROFILES

C706 DETAILS

R10 - SINGLE FAMILY RESIDENTIAL

HS1.1 WOOD ARBOR PLAN

HS-2 PLAYGROUND EQUIPMENT PLAN

HD-1 PLAY COURT DETAILS

HD-2 SITE AMENTITIES

HD-3 HARDSCAPE MATERIALS LIST

HD-4 PATH LIGHT DETAILS

LS-1 LANDSCAPE PLAN

LD-2 TREE REPLACEMENT PLAN

IR-1 DESIGN BUILD IRRAGATION GUIDELINES

LD-1 LANDSCAPE DETAILS

HS-1 HARDSCAPE PLAN

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

AutoCAD SHX Text R

W

W W W W W W W W W W W W W W

W W W W W W W W W W W

W W

W W W W

0.811 ACRE

W W

W W

W

W SS

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

X X

X

P P

P P

P P

P P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

EX. 24" CMP

INV IN: 805.97 '

EX. 24" CMP

INV IN: 805.65 '

EX. 24" RCP

INV IN: 804.65 '

EX. 18" CMP

INV IN: 826.54 '

EX. 18" CMP

INV IN: 810.25 '

APPROX. LOCATION

OF EX. SIDEWALK NOT

IN ORIGINAL SURVEY)

SSMH

TOP: 810.62

INV.:798.22

SSMH

TOP: 809.55

INV.:797.95

SSMH

TOP: 806.52

INV.:797.47

SSMH

TOP: 811.92

INV.:802.80

SSMH

TOP: 809.58

INV.:804.15

EXISTING ASPHALT TO

BE DEMOLISHED AND

REMOVED

EXISTING ASPHALT TO

BE DEMOLISHED AND

REMOVED

EXISTING CMP TO BE

REMOVED

EXISTING SIDEWALK TO

BE DEMOLISHED AND

REMOVED

TEMPORARY CONDITION. CONTRACTOR SHALL COORDINATE CLOSELY

WITH ADJACENT PROPERTY OWNER TO MAINTAIN DRIVEWAY ACCESS

DURING CONSTRUCTION

EXISTING DRIVEWAY

AREA TO BE

DEMOLISHED AND

REMOVED

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C101

DEMOLITION

PLAN

DEMOLITION LEGEND

SYMBOLS THAT MAY APPEAR ON DRAWING

EXISTING 1' CONTOUR

EXISTING 2' CONTOUR

X X X X EXISTING FENCE

W W W W W EXISTING WATER LINE

EXISTING STORM PIPE

SS SS SS EXISTING SANITARY

SEWER LINE

G G G G G EXISTING GAS LINE

T T T T T EXISTING UNDERGROUND

DATA LINE

P P P P P EXISTING OVERHEAD

ELECTRIC LINE

EXISTING 10' CONTOUR

SUPERIMPOSED HATCHING

BOUNDARY INDICATES

REMOVAL OF THE ABOVE

LISTED STRUCTURES OR

OTHER EXISTING FEATURE

ON SHEET

1. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE DEMOLITION AND CONSTRUCTION

BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE CITY OF

EMERSON REGULATIONS, O.S.H.A. STANDARDS, AND GOVERNING EPA REGULATIONS.

2. CONTRACTOR TO COMPLY WITH LOCAL AND COUNTY REGULATIONS REGARDING

HAULING, DISPOSAL, AND THE BURNING OR BURYING OF DEBRIS ON-SITE.

3. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE DISPOSED OF

OFF-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY

EMERSON AND STATE OF GEORGIA FOR THE HANDLING OF DEMOLITION DEBRIS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE-DEMOLITION PHOTOGRAPHS

AND/OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND

SITE IMPROVEMENTS PRIOR TO ANY DEMOLITION WORK.

5. ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY BE OF

INTEREST OR VALUE TO THE OWNER SHALL REMAIN THE OWNER'S PROPERTY.

COORDINATE PROCEDURE FOR REMOVAL AND SALVAGE WITH OWNER.

6. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED

HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF

HAZARDOUS MATERIALS.

7. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE BASED ON A SURVEY. CONTRACTOR

SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD

CONDITIONS.

8. CONTRACTOR SHALL CONTACT ALL UTILITIES COMPANIES (WATER, SEWER, POWER,

TELEPHONE, NATURAL GAS, CABLE, ETC) FOR PROPER DISCONNECT OF UTILITIES TO BE

REMOVED, AS WELL AS VERIFICATION OF UTILITIES TO BE RELOCATED DUE TO

CONSTRUCTION. CONTRACTOR TO CALL GEORGIA ONE-CALL CENTER @ 811 AT LEAST

72-HOURS PRIOR TO CONSTRUCTION TO HAVE UTILITIES LOCATED.

9. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING

DEMOLITION WORK. ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A

CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.

10. ANY DAMAGE TO STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE REPAIRED BY

THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION

AT NO ADDITIONAL COST TO THE OWNER.

11. SILT FENCES, INLET SEDIMENT TRAPS, CONSTRUCTION ENTRANCES, DIVERSIONS AND

TEMPORARY SEDIMENTATION PONDS ALONG WITH ASSOCIATED DISCHARGE PIPES SHALL

BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. CONTRACTOR IS TO ADHERE TO THE

STATE OF GEORGIA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL

DURING DEMOLITION OPERATION. SEE EROSION CONTROL PLANS AND DETAILS.

12. ANY QUESTIONS CONCERNING THE LIMITS OF DEMOLITION SHALL BE CLEARED

THROUGH THE OWNER BEFORE PROCEEDING.

DEMOLITION NOTES

EXISTING POWER POLE

EXISTING SIGN

EXISTING WATER VALVE

EX. COND. /

20 20 40 60 FEET

SCALE: 1" = 20'

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

IT'S THE LAWKnow what's below.

Call before you dig.

PP

EXISTING WATER METER

24 HR CONTACT

CITY OF EMERSON: 770.382.9819

P.O. BOX 300

700 HWY 293

EMERSON, GA 30137

10/09/25

AutoCAD SHX Text 86.08'

AutoCAD SHX Text N 03%%d20'46"W

AutoCAD SHX Text

(EDWARD GIVENS)

AutoCAD SHX Text D.B. 839-384

AutoCAD SHX Text D. B. 1663-357

AutoCAD SHX Text D. B. 761-583 &

AutoCAD SHX Text

(GLORIA G. PATTILLO)

AutoCAD SHX Text

FH

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

EIGHTH STREET

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

SEVENTH STREET

AutoCAD SHX Text

IPF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

IPF

AutoCAD SHX Text 38.72'

AutoCAD SHX Text S 80%%d41'20"W

AutoCAD SHX Text 50.66'

AutoCAD SHX Text S 80%%d40'14"W

AutoCAD SHX Text 31.49'

AutoCAD SHX Text S 80%%d40'43"W

AutoCAD SHX Text 135.29'

AutoCAD SHX Text N 08%%d45'23"E

AutoCAD SHX Text 95.52'

AutoCAD SHX Text N 06%%d25'51"E

AutoCAD SHX Text 112.45'

AutoCAD SHX Text S 78%%d37'42"W

AutoCAD SHX Text 121.51'

AutoCAD SHX Text S 00%%d02'37"E

AutoCAD SHX Text 128.07'

AutoCAD SHX Text S 06%%d39'57"W

AutoCAD SHX Text 169.70'

AutoCAD SHX Text N 82%%d48'40"E

AutoCAD SHX Text 168.14'

AutoCAD SHX Text N 13%%d10'42"W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WM

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

INV. 803.63

AutoCAD SHX Text

INV. 805.65

AutoCAD SHX Text

INV. 804.65

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

RIM 812.09

AutoCAD SHX Text

INV 806.79

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.51

AutoCAD SHX Text

INV 807.21

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.80

AutoCAD SHX Text

INV 808.00

AutoCAD SHX Text

TOP 813.42

AutoCAD SHX Text

INV 808.37

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text 811.4

AutoCAD SHX Text 810.34

AutoCAD SHX Text 810.38

AutoCAD SHX Text 810.24

AutoCAD SHX Text 809.41

AutoCAD SHX Text 809.55

AutoCAD SHX Text 809.47

AutoCAD SHX Text 809.26

AutoCAD SHX Text 809.29

AutoCAD SHX Text 809.06

AutoCAD SHX Text 809.05

AutoCAD SHX Text 809.01

AutoCAD SHX Text 808.91

AutoCAD SHX Text 809.02

AutoCAD SHX Text 808.68

AutoCAD SHX Text 808.22

AutoCAD SHX Text 807.71

AutoCAD SHX Text 807.79

AutoCAD SHX Text 808.82

AutoCAD SHX Text 809.63

AutoCAD SHX Text 810.15

AutoCAD SHX Text 811.40

AutoCAD SHX Text 812.69

AutoCAD SHX Text 813.97

AutoCAD SHX Text 807.76

AutoCAD SHX Text 808.55

AutoCAD SHX Text 808.93

AutoCAD SHX Text 808.53

AutoCAD SHX Text 808.91

AutoCAD SHX Text 808.24

AutoCAD SHX Text 808.09

AutoCAD SHX Text 808.54

AutoCAD SHX Text 807.82

AutoCAD SHX Text 807.65

AutoCAD SHX Text 808.55

AutoCAD SHX Text 807.67

AutoCAD SHX Text 807.77

AutoCAD SHX Text 807.46

AutoCAD SHX Text 807.68

AutoCAD SHX Text 807.57

AutoCAD SHX Text 807.68

AutoCAD SHX Text 808.10

AutoCAD SHX Text 807.72

AutoCAD SHX Text 808.25

AutoCAD SHX Text 808.15

AutoCAD SHX Text 808.57

AutoCAD SHX Text 808.21

AutoCAD SHX Text 807.27

AutoCAD SHX Text 807.50

AutoCAD SHX Text 807.68

AutoCAD SHX Text 807.49

AutoCAD SHX Text 807.66

AutoCAD SHX Text 807.43

AutoCAD SHX Text 807.39

AutoCAD SHX Text 807.33

AutoCAD SHX Text 807.27

AutoCAD SHX Text 807.66

AutoCAD SHX Text 807.87

AutoCAD SHX Text 807.24

AutoCAD SHX Text 807.72

AutoCAD SHX Text 808.95

AutoCAD SHX Text 808.41

AutoCAD SHX Text 808.70

AutoCAD SHX Text 807.89

AutoCAD SHX Text 807.89

AutoCAD SHX Text 807.32

AutoCAD SHX Text 807.64

AutoCAD SHX Text 807.86

AutoCAD SHX Text 807.32

AutoCAD SHX Text 808.87

AutoCAD SHX Text 808.71

AutoCAD SHX Text 808.36

AutoCAD SHX Text 807.86

AutoCAD SHX Text 807.96

AutoCAD SHX Text 807.37

AutoCAD SHX Text 808.37

AutoCAD SHX Text 807.55

AutoCAD SHX Text 807.71

AutoCAD SHX Text 807.22

AutoCAD SHX Text 808.33

AutoCAD SHX Text 808.45

AutoCAD SHX Text 808.54

AutoCAD SHX Text 808.49

AutoCAD SHX Text 808.40

AutoCAD SHX Text 808.43

AutoCAD SHX Text 808.36

AutoCAD SHX Text 808.18

AutoCAD SHX Text 808.28

AutoCAD SHX Text 808.40

AutoCAD SHX Text 808.25

AutoCAD SHX Text 808.32

AutoCAD SHX Text 808.93

AutoCAD SHX Text 808.85

AutoCAD SHX Text 808.70

AutoCAD SHX Text 808.63

AutoCAD SHX Text 808.61

AutoCAD SHX Text 808.62

AutoCAD SHX Text 806.27

AutoCAD SHX Text 806.33

AutoCAD SHX Text 806.56

AutoCAD SHX Text 806.83

AutoCAD SHX Text 806.75

AutoCAD SHX Text 807.04

AutoCAD SHX Text 807.23

AutoCAD SHX Text 807.61

AutoCAD SHX Text 807.37

AutoCAD SHX Text 807.90

AutoCAD SHX Text 808.14

AutoCAD SHX Text 808.07

AutoCAD SHX Text 808.02

AutoCAD SHX Text 808.28

AutoCAD SHX Text 808.20

AutoCAD SHX Text 808.22

AutoCAD SHX Text 808.49

AutoCAD SHX Text 808.38

AutoCAD SHX Text 807.58

AutoCAD SHX Text 807.46

AutoCAD SHX Text 808.25

AutoCAD SHX Text 807.25

AutoCAD SHX Text 807.45

AutoCAD SHX Text 808.77

AutoCAD SHX Text 807.27

AutoCAD SHX Text 808.45

AutoCAD SHX Text 807.19

AutoCAD SHX Text 808.22

AutoCAD SHX Text 806.82

AutoCAD SHX Text 806.36

AutoCAD SHX Text 808.24

AutoCAD SHX Text 805.86

AutoCAD SHX Text 805.73

AutoCAD SHX Text 805.40

AutoCAD SHX Text 805.47

AutoCAD SHX Text 805.46

AutoCAD SHX Text 807.68

AutoCAD SHX Text 809.71

AutoCAD SHX Text 809.16

AutoCAD SHX Text 808.6

AutoCAD SHX Text 808.13

AutoCAD SHX Text 807.88

AutoCAD SHX Text 807.92

AutoCAD SHX Text 808.24

AutoCAD SHX Text 807.25

AutoCAD SHX Text 807.44

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

AutoCAD SHX Text R

AutoCAD SHX Text

WV

WM

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

X X

X

P P

P P

P P

P P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

W W

W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W

W wv wv

W wv

FH

W W

W W

W

W

WM

EX. 24" RCP

INV IN: 804.65 '

EX. 18" CMP

INV IN: 826.54 '

EX. 18" CMP

INV IN: 810.25 '

SSMH

TOP: 810.62

INV.:798.22

SSMH

TOP: 809.55

INV.:797.95

SSMH

TOP: 806.52

INV.:797.47

SSMH

TOP: 811.92

INV.:802.80

SSMH

TOP: 809.58

INV.:804.15

27'

18'

5'

9'

50'

44'

20'

44'

7.5'

4' 5'

4'

4'

4'

8'

5'

8'

SS

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

X X

X

P P

P P

P P

P P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

W W

W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W

W wv wv

W wv

FH

W W

W W

W

W

WM

EX. 24" RCP

INV IN: 804.65 '

EX. 18" CMP

INV IN: 826.54 '

EX. 18" CMP

INV IN: 810.25 '

SSMH

TOP: 810.62

INV.:798.22

SSMH

TOP: 809.55

INV.:797.95

SSMH

TOP: 806.52

INV.:797.47

SSMH

TOP: 811.92

INV.:802.80

SSMH

TOP: 809.58

INV.:804.15

15 '6-1/8"

8'

9'

10' BLACK VINYL

COATED FENCE

8' BLACK VINYL

COATED FENCE

30'

60'

CURB-CUT (WHEELCHAIR)

RAMP (SEE GDOT DETAIL A3 )

CROSS WALK STRIPING

(SEE GDOT DETAIL T-11A)

CONCRETE VERTICAL

CURB & GUTTER

(SEE DETAIL STR-08)

CONCRETE VERTICAL

CURB & GUTTER

(SEE DETAIL STR-08)

CONCRETE VERTICAL

CURB & GUTTER

(SEE DETAIL STR-08)

2' GRASS/

LANDSCAPE STRIP

(SEE DETAIL STR-13)

BENCH

SEATING (TYP.)

ARBOR STRUCTURE

W/ SEATING

5'

SIDEWALK

6' SIDEWALK

6' SIDEW

ALK

6' SIDEWALK

6' S

ID

EW

AL

K

X X

XX

X X

X X

X X

X X

XXXXX

X X

X X

X X X X X

X X

X X

CONCRETE VALLEY

GUTTER

(SEE DETAIL C703)

26' 6-1/8''

ALL STRIPING TO BE

THERMOPLASTIC

EXISTING STOP BAR

AND STOP SIGN

WATER METER AND DCV

METER FOR IRRIGATION

(SEE DETAIL WAT-14)

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C201

SITE PLAN

1. PROJECT IS LOCATED IN LAND LOT 896, CITY OF EMERSON, GEORGIA. SITE AREA IS +/- 0.81 ACRES.

DISTURBED AREA IS 0.73 ACRES, UNDER THIS PERMIT.

2. SITE BOUNDARY, TOPOGRAPHY, AND UTILITY INFORMATION OBTAINED FROM SURVEY BY THE LAND

SURVEYING COMPANY, CARTERSVILLE GA , 770-979-6009 .

3. THIS PARCEL OF LAND IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AND IS IN ZONE "X" ACCORDING TO F.E.M.A. FLOOD INFORMATION RATE MAP COMMUNITY NUMBER 13015, MAP NUMBER C0269H DATED 10-05-2018.

4. 24 HOUR EMERGENCY CONTACT: CITY OF EMERSON, 770-382-9819.

5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF EMERSON STANDARDS AND REGULATIONS LATEST REVISIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY CITY INSPECTORS FOR ALL REQUIRED INSPECTIONS. NOTIFY THE CITY INSPECTOR AT LEAST 72 HOURS PRIOR TO BEGINNING OF EVERY

PHASE OF CONSTRUCTION.

6. CONTRACTOR SHALL OBTAIN PERMITS REQUIRED BEFORE COMMENCEMENT OF CONSTRUCTION. ANY PRODUCT, MATERIAL SUBSTITUTIONS, OR PLAN DEVIATIONS MUST BE PERMITTED BY THE CONTRACTOR

PRIOR TO INSTALLATION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING GRADES AND DIMENSIONS AND TO NOTIFY

OWNER IN WRITING OF DISCREPANCIES.

8. EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS, THE LIMITS OF CONSTRUCTION SHALL BE CLEARED OF ALL BUILDINGS, TREES, VEGETATIVE GROWTH, DEBRIS, ORGANIC SOIL, OR OTHER UNSUITABLE MATERIALS

FOUND WITHIN THE LIMITS OF CONSTRUCTION.

9. ALL EROSION CONTROL MEASURES, NECESSARY TO COMPLY WITH GEORGIA EROSION AND SEDIMENT CONTROL ACT OF 1975 AS CURRENTLY AMENDED, AND SHALL BE INSTALLED PRIOR TO GRADING AND

MAINTAINED DURING CONSTRUCTION.

10. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL

MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL

SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS HAVE BEEN PAVED.

EROSION CONTROL MEASURES OTHER THAN THOSE CALLED FOR MAY BE NECESSARY.

11. EXISTING UTILITY LOCATIONS ARE SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES FOR THEIR PROTECTION DURING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE HIS OPERATIONS WITH ALL UTILITIES WHICH MAY BE EXISTING AND MAY BE IN CONFLICT WITH HIS WORK. THE CONTRACTOR IS

TO PROTECT AND MAINTAIN SUCH UTILITIES.

12. SITE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELD CONDITIONS THAT DIFFER FROM THE SURVEY .

13. SITE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY EXISTING UTILITY SERVICES INCLUDING BUT NOT LIMITED TO GAS, ELECTRICITY, WATER, SEWER, AND SHALL REMOVE AND PLUG ALL SUCH SERVICES IF

NECESSARY IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPROPRIATE AUTHORITIES.

14. SITE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS

15. SITE CONTRACTOR TO PROVIDE AND INSTALL ELECTRICAL POWER, INCLUDING THE METER BASE.

ELECTRICAL SERVICE LOCATION TO BE COORDINATED WITH UTILITY PROVIDER

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

IT'S THE LAWKnow what's below.

Call before you dig.

GENERAL NOTES

20 20 40 60 FEET

SCALE: 1" = 20'

24 HR CONTACT

CITY OF EMERSON: 770.382.9819

P.O. BOX 300

700 HWY 293

EMERSON, GA 30137

10/09/25

AREA FOR PAVED SURFACES

500 LF CURG & GUTTER x 2' @ = 1000SF

SIDEWALKS = 5240 SF

BASKETBALL ASPHALT @ 8IN = 2,200 SF

PICKLEBALL ASPHALT = 1,800 SF

PAVILION PAD: 390 SF

TOTAL NET CHANGE IN IMPERVIOUS AREA= 4185 SF

CAR PARKING: ±4000 SQ FT

EXISTING ASPHALT TO BE REMOVED= (-10,445)

AutoCAD SHX Text 86.08'

AutoCAD SHX Text N 03%%d20'46"W

AutoCAD SHX Text

(EDWARD GIVENS)

AutoCAD SHX Text D.B. 839-384

AutoCAD SHX Text D. B. 1663-357

AutoCAD SHX Text D. B. 761-583 &

AutoCAD SHX Text

(GLORIA G. PATTILLO)

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

EIGHTH STREET

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

SEVENTH STREET

AutoCAD SHX Text

IPF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

IPF

AutoCAD SHX Text 38.72'

AutoCAD SHX Text S 80%%d41'20"W

AutoCAD SHX Text 50.66'

AutoCAD SHX Text S 80%%d40'14"W

AutoCAD SHX Text 31.49'

AutoCAD SHX Text S 80%%d40'43"W

AutoCAD SHX Text 135.29'

AutoCAD SHX Text N 08%%d45'23"E

AutoCAD SHX Text 95.52'

AutoCAD SHX Text N 06%%d25'51"E

AutoCAD SHX Text 112.45'

AutoCAD SHX Text S 78%%d37'42"W

AutoCAD SHX Text 121.51'

AutoCAD SHX Text S 00%%d02'37"E

AutoCAD SHX Text 128.07'

AutoCAD SHX Text S 06%%d39'57"W

AutoCAD SHX Text 169.70'

AutoCAD SHX Text N 82%%d48'40"E

AutoCAD SHX Text 168.14'

AutoCAD SHX Text N 13%%d10'42"W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WV

AutoCAD SHX Text

INV. 803.63

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

RIM 812.09

AutoCAD SHX Text

INV 806.79

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.51

AutoCAD SHX Text

INV 807.21

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.80

AutoCAD SHX Text

INV 808.00

AutoCAD SHX Text

TOP 813.42

AutoCAD SHX Text

INV 808.37

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

TOP 811.92

AutoCAD SHX Text

INV. 802.80

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 808.05

AutoCAD SHX Text 807.82

AutoCAD SHX Text 807.52

AutoCAD SHX Text 806.92

AutoCAD SHX Text 803.97

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text 86.08'

AutoCAD SHX Text N 03%%d20'46"W

AutoCAD SHX Text

(EDWARD GIVENS)

AutoCAD SHX Text D.B. 839-384

AutoCAD SHX Text D. B. 1663-357

AutoCAD SHX Text D. B. 761-583 &

AutoCAD SHX Text

(GLORIA G. PATTILLO)

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

EIGHTH STREET

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

SEVENTH STREET

AutoCAD SHX Text

IPF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

IPF

AutoCAD SHX Text 38.72'

AutoCAD SHX Text S 80%%d41'20"W

AutoCAD SHX Text 50.66'

AutoCAD SHX Text S 80%%d40'14"W

AutoCAD SHX Text 31.49'

AutoCAD SHX Text S 80%%d40'43"W

AutoCAD SHX Text 135.29'

AutoCAD SHX Text N 08%%d45'23"E

AutoCAD SHX Text 95.52'

AutoCAD SHX Text N 06%%d25'51"E

AutoCAD SHX Text 112.45'

AutoCAD SHX Text S 78%%d37'42"W

AutoCAD SHX Text 121.51'

AutoCAD SHX Text S 00%%d02'37"E

AutoCAD SHX Text 128.07'

AutoCAD SHX Text S 06%%d39'57"W

AutoCAD SHX Text 169.70'

AutoCAD SHX Text N 82%%d48'40"E

AutoCAD SHX Text 168.14'

AutoCAD SHX Text N 13%%d10'42"W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WV

AutoCAD SHX Text

INV. 803.63

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

RIM 812.09

AutoCAD SHX Text

INV 806.79

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.51

AutoCAD SHX Text

INV 807.21

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

TOP 812.80

AutoCAD SHX Text

INV 808.00

AutoCAD SHX Text

TOP 813.42

AutoCAD SHX Text

INV 808.37

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

TOP 811.92

AutoCAD SHX Text

INV. 802.80

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 808.05

AutoCAD SHX Text 807.82

AutoCAD SHX Text 807.52

AutoCAD SHX Text 806.92

AutoCAD SHX Text 803.97

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

AutoCAD SHX Text R

AutoCAD SHX Text

2" ASPHALTIC CONCRETE

AutoCAD SHX Text

6" COMPACTED GRADED AGGREGATE BASE (GAB)

AutoCAD SHX Text

COMPACTED SUBGRADE 98% MAX, DRY DENSITY

ALL CONSTRUCTION SHALL CONFORM TO CITY OF EMERSON DOT STANDARDS AND SPECIFICATIONS

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

X X

X

P P

P P

P P

P P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

W W

W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W

W wv wv

W wv

FH

W W

W W

W

W

WM

EX. 24" RCP

INV IN: 804.65 '

EX. 18" CMP

INV IN: 826.54 '

EX. 18" CMP

INV IN: 810.25 '

SSMH

TOP: 810.62

INV.:798.22

SSMH

TOP: 809.55

INV.:797.95

SSMH

TOP: 809.58

INV.:804.15

TOP GRADE: 810.9

BOTTOM CURB: 810.5

TOP GRADE: 811.6

BOTTOM CURB: 810.6

TOP GRADE: 811.3

BOTTOM CURB: 810.8

TOP GRADE: 810.3

BOTTOM CURB: 810.2 13

A1

RIM: 807.45

INV IN: 804.70 (A2 - A1)

INV OUT: 804.70 (A1 - A0)

A2

RIM: 808.60

INV IN: 805.33 (A3 - A2)

INV IN: 805.33 (A2.1 - A2)

INV OUT: 804.83 (A2 - A1)

A3

RIM: 808.00

INV IN: 805.64 (A4 - A3)

INV OUT: 805.64 (A3 - A2)

A2.1

RIM: 808.40

INV IN: 805.73 (A2.2 - A2.1)

INV OUT: 805.73 (A2.1 - A2)

A2.2

RIM: 808.40

INV IN: 806.34 (A2.3- A2)

INV OUT: 805.84 (A2.2 - A2.1)

809.7

809.0

809.3

809.7

809.7

810.0

809.7

809.2

809.2 809.5

810.0

809.5

809.6 809.5

809.3 809.5

810.0

809.6 809.6

809.4

809.5

809.4

808.95

809.7

809.8

809.3

810.5

809.7

809.3

808.7

808.8

811.0

808.6

809.9

809.3809.8

809.1809.6

808.9

808.50

807.5

808.0

808.7

810.8

810.6 810.5

809.7

810.0 810.0

810.0

809.8

809.8

809.8

809.7

809.7

809.9 809.7

809.7 809.7

809.7

809.5

809.3 809.5

809.6

808.94

809.2

809.4

809.50810.0

809.6

810.2 809.3

809.4

808.4

809.5

809.5

808.9

809.2

809.1

808.5

808.6

808.8

809.5

808.4

809.2 809.2

809.0

808.4

809.4

808.7

809.3

809.3

809.1

809.3

809.2

809.2

809.2

809.6

809.1

808.9 809.1

809.74

809.84

809.4

808.7

808.8

808.9

808.6

809.4809.3

809.1

808.7

808.8 809.2

809.4

808.7

808.6 808.1

808.35

808.2

809.38

809.60810.1 809.53

808.8809.3 808.95

809.1

808.2808.7

808.1

808.2

809.0

808.40808.9

808.84

808.79

808.74

808.65

808.3

809.0

809.0 809.1

809.3 808.3

808.2

808.8

808.6 SSSSSSSSSSSSSSSSSSSSSS

808.3 807.4

807.7 807.7

808.3

808.5

808.3

808.2

808.5

FLARED END SECTION

(SEE DETAIL 6070)

A4 - A3

71.5 LF @ 0.78%

18" HDPE

A3 - A2

61.4 LF @ 0.51%

18" HDPE

A2.3- A2

87.5 LF @ 0.52%

12" HDPE

A2.2 - A2.1

22.9 LF @ 0.48%

18" HDPE

A2.1 - A2

80.2 LF @ 0.50%

18" HDPE

A2 - A1

31.4 LF @ 0.41%

24" HDPE

A1 - A0

3.3 LF @ 1.57%

24" Reinforced Concrete Pipe

GDOT 1011A W/ PEDESTAL TOP

GDOT DROP INLET

(SEE DETAIL 1019A)

GDOT DROP INLET

(SEE DETAIL 1019A)

GDOT DROP INLET

(SEE DETAIL 1019A)

GDOT SWCB

(SEE DETAIL 1033D)

808.3

810.14

809.54

810.1

809.85

808.0

808.6

809.1

808.4

808.8

808.4

807.1 808.4

808.6

808.4

A4

INV OUT: 806.20

A2.3

INV OUT: 806.80

FLARED END SECTION

(SEE DETAIL 6070)

BENCH

SEATING (TYP.)

ARBOR STRUCTURE

W/ SEATING

5'

SIDEWALK

6' SIDEWALK

6' SIDEW

ALK

6' SIDEWALK

6' S

ID

EW

AL

K

X X

XX

X X

X X

X X

X X

XXXXX

X X

X X

X X X X X

X X

X X

CONCRETE VALLEY

GUTTER

(SEE DETAIL C703)

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C301

GRADING

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

IT'S THE LAWKnow what's below.

Call before you dig.

1. ALL AREAS SHALL BE GRADED TO TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING WATER. THE CONTRACTOR SHALL SLOPE ALL FINISH SITE GRADES AROUND THE BUILDING AND PAVEMENT AREAS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND TO PREVENT PONDING. ANY SURFACE WATER ACCUMULATION IN THE BUILDING AND PAVEMENT AREAS SHALL BE REMOVED IMMEDIATELY TO AVOID DISTURBANCE OF THE SUBGRADE SOILS. FLAT AND PONDING AREAS WILL NOT BE

ACCEPTABLE

2. ALL EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST OSHA GUIDELINES AS MANDATED IN CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE IN PROVIDING SAFE

WORKING CONDITIONS IN CONNECTION WITH ANY EXCAVATION WORK.

3. CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.

4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION CONTROL AND SEDIMENT CONTROL SHALL BE IMPLEMENTED TO

CONTROL OR TREAT THE SEDIMENT SOURCE.

5. ALL SITE PREPARATION SHOULD BE MONITORED BY A REPRESENTATIVE OF A THIRD PARTY GEOTECHNICAL ENGINEER.

INSPECTIONS AND TESTING FOR ALL UNDERCUT AND FILL OPERATIONS AS WELL AS THE UTILIZATION OF ACCEPTABLE OFF-SITE

BORROW MATERIALS SHOULD BE PERFORMED

6. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE STRIPPED OF ORGANIC MATERIAL, TOPSOIL, AND DEBRIS PRIOR TO CONSTRUCTION.

7. TOPSOIL SHALL BE STORED IN LOCATIONS APPROVED BY THE OWNERS REPRESENTATIVE. DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE DURATION OF THE GRADING OPERATIONS. EROSION CONTROL MEASURES SHALL

PREVENT LOSS OF TOPSOIL MATERIAL.

8. UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS AND COVERED WITH TOPSOIL AND

SEEDED.

9. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE PROOF-ROLLED WITH RUBBER TIRED EQUIPMENT WITH A MINIMUM WEIGHT OF FIFTEEN TONS PRIOR TO BEGINNING FILL OPERATION. ANY DEVIATION MUST OCCUR IN THE PRESENCE AND UNDER THE DIRECTION OF A REPRESENTATIVE OF THE SOILS ENGINEER. DURING PROOF-ROLLING, AREAS ENCOUNTERED WHICH ARE FOUND TO BE SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND.

RECOMPACTION OF THESE SOILS WILL BE ALLOWED UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER.

10. THE FOLLOWING SOIL COMPACTION RATES WILL BE REQUIRED: A.) 95 PERCENT MAXIMUM DRY DENSITY FOR OPEN AREAS AND GENERAL EMBANKMENTS B.) 98 PERCENT MAXIMUM DRY DENSITY UNDER ROADS, PARKING, TRAILS, SIDEWALKS, BUILDING

SLABS, AND OTHER STRUCTURES.

11. CUT AREAS SHALL BE PROOF-ROLLED AFTER FINAL SUB GRADE IS ACHIEVED IN THE SAME MANNER AS FILL AREAS. SOFT OR UNSTABLE SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" AND RECOMPACTED TO THE DENSITY SPECIFIED HERIN..

12. CUT OR FILL SLOPE SHOULD NOT BE STEEPER THAN 2H:1V. ALL PROPOSED SLOPES SHOULD BE OVERBUILT AND CUT BACK TO THE PROPOSED GRADES, EXPOSING THE FIRM COMPACTED INNER CORE. THE EXCAVATION FOR THE SLOPES SHOULD BE

MONITORED BY A REPRESENTATIVE OF A THIRD PARTY GEOTECHNICAL ENGINEER.

13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF PROPOSED SPOT EVELVATIONS WHICH APPEAR TO BE INCONSISTENT

WITH THE CONTOURS AND SLOPES.

14. ALL PROPOSED DRAINAGE STRUCTURES ARE TO BE INSTALLED PER CITY STANDARDS AND SPECIFICATIONS AS REQUIRED.

15. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL VERIFY THE INVERTS OF EXISTING STRUCTURES AND INFORM THE OWNER AND THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

16. ALL PRODUCT AND MATERIAL SUBSTITUTIONS AND PLAN DEVIATIONS MUST BE SUBMITTED BY THE CONTRACTOR AND

APPROVED BY THE OWNER PRIOR TO INSTALLATION.

17. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES ARE TO BE CLEANED

OUT TO REMOVE ALL SILT AND DEBRIS AFTER CONSTRUCTION.

GRADING NOTES

PLAN

24 HR CONTACT

CITY OF EMERSON: 770.382.9819

P.O. BOX 300

700 HWY 293

EMERSON, GA 30137 20 20 40 60 FEET

SCALE: 1" = 20'

123.4

EXISTING TOPO SPOT

PROPOSED TOPO SPOT

10/09/25

3473 SF PARKING ASPHALT @ 8IN = 86 CY

EXCESS SOILS CREATED

500 LF C&G x 2' @ = 1000SF@ 6IN = 19 CY

5240 SF SW @ 6IN = 97 CY

2200 SF BASKETBALL ASPHALT @ 8IN = 54 CY

CUT / FILL VOLUME SURFACE: 1288 CY FILL NEEDED

ADUSTED FILL VOLUME NEEDED: 977 CY FILL NEEDED

1800 SF PICKLEBALL ASPHALT @ 8IN = 45 CY

390 SF PAVILION @ 8IN = 10 CY

TOTAL EXCESS SOILS CREATED= 311 CY

AutoCAD SHX Text 86.08'

AutoCAD SHX Text N 03%%d20'46"W

AutoCAD SHX Text

(EDWARD GIVENS)

AutoCAD SHX Text D.B. 839-384

AutoCAD SHX Text D. B. 1663-357

AutoCAD SHX Text D. B. 761-583 &

AutoCAD SHX Text

(GLORIA G. PATTILLO)

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

EIGHTH STREET

AutoCAD SHX Text 30' R/W

AutoCAD SHX Text

SEVENTH STREET

AutoCAD SHX Text

PKF

AutoCAD SHX Text

PKF

AutoCAD SHX Text

IPF

AutoCAD SHX Text 38.72'

AutoCAD SHX Text S 80%%d41'20"W

AutoCAD SHX Text 50.66'

AutoCAD SHX Text S 80%%d40'14"W

AutoCAD SHX Text 31.49'

AutoCAD SHX Text S 80%%d40'43"W

AutoCAD SHX Text 135.29'

AutoCAD SHX Text N 08%%d45'23"E

AutoCAD SHX Text 95.52'

AutoCAD SHX Text N 06%%d25'51"E

AutoCAD SHX Text 112.45'

AutoCAD SHX Text S 78%%d37'42"W

AutoCAD SHX Text 121.51'

AutoCAD SHX Text S 00%%d02'37"E

AutoCAD SHX Text 128.07'

AutoCAD SHX Text S 06%%d39'57"W

AutoCAD SHX Text 169.70'

AutoCAD SHX Text N 82%%d48'40"E

AutoCAD SHX Text 168.14'

AutoCAD SHX Text N 13%%d10'42"W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INV. 803.63

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

RIM 812.09

AutoCAD SHX Text

INV 806.79

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

TOP 811.92

AutoCAD SHX Text

INV. 802.80

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 808.05

AutoCAD SHX Text 807.82

AutoCAD SHX Text 807.52

AutoCAD SHX Text 806.92

AutoCAD SHX Text 803.97

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text 811.4

AutoCAD SHX Text 810.34

AutoCAD SHX Text 810.38

AutoCAD SHX Text 810.24

AutoCAD SHX Text 809.41

AutoCAD SHX Text 809.55

AutoCAD SHX Text 809.47

AutoCAD SHX Text 809.26

AutoCAD SHX Text 809.29

AutoCAD SHX Text 809.06

AutoCAD SHX Text 809.05

AutoCAD SHX Text 809.01

AutoCAD SHX Text 808.91

AutoCAD SHX Text 809.02

AutoCAD SHX Text 808.68

AutoCAD SHX Text 808.22

AutoCAD SHX Text 807.79

AutoCAD SHX Text 808.82

AutoCAD SHX Text 809.63

AutoCAD SHX Text 810.15

AutoCAD SHX Text 811.40

AutoCAD SHX Text 812.69

AutoCAD SHX Text 813.97

AutoCAD SHX Text 807.76

AutoCAD SHX Text 808.93

AutoCAD SHX Text 808.53

AutoCAD SHX Text 808.24

AutoCAD SHX Text 808.09

AutoCAD SHX Text 808.54

AutoCAD SHX Text 807.82

AutoCAD SHX Text 807.65

AutoCAD SHX Text 807.67

AutoCAD SHX Text 807.77

AutoCAD SHX Text 807.68

AutoCAD SHX Text 808.15

AutoCAD SHX Text 808.21

AutoCAD SHX Text 807.68

AutoCAD SHX Text 807.66

AutoCAD SHX Text 807.87

AutoCAD SHX Text 807.24

AutoCAD SHX Text 807.72

AutoCAD SHX Text 808.95

AutoCAD SHX Text 808.41

AutoCAD SHX Text 808.70

AutoCAD SHX Text 807.89

AutoCAD SHX Text 807.32

AutoCAD SHX Text 808.87

AutoCAD SHX Text 808.71

AutoCAD SHX Text 808.36

AutoCAD SHX Text 807.55

AutoCAD SHX Text 807.71

AutoCAD SHX Text 807.22

AutoCAD SHX Text 808.33

AutoCAD SHX Text 808.45

AutoCAD SHX Text 808.49

AutoCAD SHX Text 808.40

AutoCAD SHX Text 808.36

AutoCAD SHX Text 808.28

AutoCAD SHX Text 808.40

AutoCAD SHX Text 808.93

AutoCAD SHX Text 807.90

AutoCAD SHX Text 808.14

AutoCAD SHX Text 808.07

AutoCAD SHX Text 808.02

AutoCAD SHX Text 808.28

AutoCAD SHX Text 808.20

AutoCAD SHX Text 808.22

AutoCAD SHX Text 808.49

AutoCAD SHX Text 808.38

AutoCAD SHX Text 807.58

AutoCAD SHX Text 807.46

AutoCAD SHX Text 807.25

AutoCAD SHX Text 807.45

AutoCAD SHX Text 808.77

AutoCAD SHX Text 807.27

AutoCAD SHX Text 808.45

AutoCAD SHX Text 807.19

AutoCAD SHX Text 808.22

AutoCAD SHX Text 806.36

AutoCAD SHX Text 805.86

AutoCAD SHX Text 805.46

AutoCAD SHX Text 807.68

AutoCAD SHX Text 809.71

AutoCAD SHX Text 809.16

AutoCAD SHX Text 808.6

AutoCAD SHX Text 808.13

AutoCAD SHX Text 807.88

AutoCAD SHX Text 807.92

AutoCAD SHX Text 808.24

AutoCAD SHX Text 807.25

AutoCAD SHX Text 807.44

AutoCAD SHX Text 810.39

AutoCAD SHX Text 809.76

AutoCAD SHX Text 809.88

AutoCAD SHX Text 809.38

AutoCAD SHX Text 809.92

AutoCAD SHX Text 809.85

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

AutoCAD SHX Text R

1234.56

SCALE:

1" = 20' H 1" = 4' V

STORM PROFILE OF A3-A0

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50

A1 - A0

3.3 LF @ 1.57%

24" Reinforced Concrete Pipe

A2 - A1

31.4 LF @ 0.41%

24"

A3 - A2

61.4 LF @ 0.51%

18" HDPE

A4 - A3

71.5 LF @ 0.78%

18" HDPE

A3

STA: 0+96.06

RIM: 808.00

INV IN: 805.64 (A4 - A3)

INV OUT: 805.64 (A3 - A2)

A1

STA: 0+03.28

RIM: 807.45

INV IN: 804.70 (A2 - A1)

INV OUT: 804.70 (A1 - A0)

A0

STA: 0+00.00

RIM: 807.02

INV IN: 804.65 (A1 - A0)

A2

STA: 0+34.68

RIM: 808.60

INV IN: 805.33 (A3 - A2)

INV IN: 805.33 (A2.1 - A2)

INV OUT: 804.83 (A2 - A1)

PROPOSED GRADE

EXISTING GRADE

25Y HGL

EX. SSMH 1 - SSMH 0

STA: 0+10.53

TOP EL: 798.44

BOTTOM EL: 797.73

A4

INV OUT: 806.20

SCALE:

1" = 20' H 1" = 4' V

STORM PROFILE OF A2.3 - A2

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50

A2.1 - A2

80.2 LF @ 0.50%

18" HDPE

A2.2 - A2.1

22.9 LF @ 0.48%

18" HDPE

A2.3- A2

87.5 LF @ 0.52%

12" HDPE

A2.3

INV OUT: 806.80A2.2

STA: 1+03.11

RIM: 808.40

INV IN: 806.34 (A2.3- A2)

INV OUT: 805.84 (A2.2 - A2.1)

A2.1

STA: 0+34.68

RIM: 808.40

INV IN: 805.73 (A2.2 - A2.1)

INV OUT: 805.73 (A2.1 - A2)

A2

STA: 0+34.68

RIM: 808.60

INV IN: 805.33 (A3 - A2)

INV IN: 805.33 (A2.1 - A2)

INV OUT: 804.83 (A2 - A1)

PROPOSED GRADE

EXISTING GRADE

25Y HGL

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C302

STORM

PROFILES

10/09/25

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

(270) 478-4610

CoCw

T T T T T T T T T T T T T T T T T T

Cd-Hb

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

Ss

Su

Du

Du

Du

Du

Di

DIVERSION

CHANNEL

Cd-Hb

X

TREE FENCE

SOIL TYPE:EuD

ETOWAH URBAN LAND COMPLEX -

GWINNETT COMPLEX, 0-16% SLOPES

TYPE: B

SOIL TYPE:NuE

NELLA URBAN LAND COMPLEX

COMPLEX, 15-30% SLOPES

TYPE: B

X X

CONSTRUCTION

EXIT

CONCRETE

WASHDOWN

LIMITS OF

DISTURBANCE 0.73 AC

CHECK DAM - HAY BALE

INLET

SEDIMENT

TRAP

INLET

SEDIMENT

TRAP

INLET

SEDIMENT

TRAP

SENSITIVE (TYPE S) SILT FENCE

- DOUBLE ROW

CHECK DAM - HAY BALE

SENSITIVE (TYPE S) SILT FENCE

- DOUBLE ROW

INLET

SEDIMENT

TRAP

INLET

SEDIMENT

TRAP

Ds1

Ds2

Ds3

Ds1Ds2 Ds3 Ds1Ds2 Ds3

Ds1Ds2 Ds3

Ds1Ds2

Ds3 Ds1Ds2

Ds3

Ds3

Ds3

Ds1

Ds2

Ds1Ds2

Ds3

Sd2-F

Sd2-F

Sd2-F

Sd2-F Sd2-F

808.4

AEI Contact:

P. Ken Hammon P.E. (770) 639-7797

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N

D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C501

EROSION

CONTROL

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

IT'S THE LAWKnow what's below.

Call before you dig.

TOTAL SITE AREA = 0.81 ACRES

PHASE 1 LIMITS OF LAND DISTURBANCE = 0.73 ACRES

DETAILPRACTICECODE DESCRIPTIONMAP

SYMBOL

VEGETATIVE PRACTICES

Bf BUFFER

ZONE

AN UNDISTURBED NATURAL "GREEN BELT"

SEPARATING THE LAND-DISTURBED SITE FROM

SURROUNDING PROPERTY AND BORDERING

STREAMS. IT SERVES TO REDUCE WATER

VELOCITY AND REMOVE SOME SEDIMENT. IT IS

ALSO AT TIMES A NOISE OR "VISION POLLUTION"

BARRIER.

Bf

Cs

COASTAL DUNE

STABILIZATION

(WITH VEGE-

TATION)

PLANTING VEGETATION ON

DUNES THAT ARE DENUDED,

ARTIFICIALLY CONSTRUCTED,

OR RENOURISHED.

Cs

Ds1

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

ESTABLISHING TEMPORARY PROTECTION

FOR DISTURBED AREAS WHERE SEEDING

MAY NOT HAVE A SUITABLE GROWING

SEASON TO PRODUCE AN EROSION

RETARDING COVER.

Ds1

Ds2

DISTURBED AREA

STABILIZATION

(WITH

TEMPORARY

SEEDING)

ESTABLISHING TEMPORARY

VEGETATIVE COVER WITH FAST

GROWING SEEDLINGS ON

DISTURBED AREAS.

Ds2

Ds3

DISTURBED AREA

STABILIZATION

(WITH

PERMANENT

VEGETATION)

ESTABLISHING PERMANENT

VEGETATIVE COVER SUCH AS

TREES, SHRUBS, VINES, GRASSES,

SOD, OR LEGUMES ON DISTURBED

AREAS.

Ds3

Ds4

DISTURBED AREA

STABILIZATION

(WITH SODDING)

A PERMANENT VEGETATIVE COVER

USING SODS ON HIGHLY ERODIBLE

OR CRITICALLY ERODED LANDS.

Ds4

Du

DUST

CONTROL ON

DISTURBED

AREAS

CONTROLLING SURFACE AND AIR

MOVEMENT OF DUST ON

CONSTRUCTION SITES,ROADWAYS

AND SIMILAR SITES.

Du

Sb

STREAMBANK

STABILIZATION

(USING

PERMANENT

VEGETATION)

THE USE OF READILY AVAILABLE NATIVE

PLANT MATERIALS TO MAINTAIN AND

ENHANCE STREAMBANKS, OR TO

PREVENT, OR RESTORE AND REPAIR

SMALL SREMABANK EROSION PROBLEMS.

Sb

FLOCCULANTS &

COAGULANTS

THE LAND APPLICATION OF PRODUCT

CONTAINING ANIONIC FLOCULANTS &

COAGULANTS TO ASSIST IN THE

SEPARATION OF SUSPENDED SOLIDS

FROM RUNOFF WATER.

Fi-Co Fi-Co

SLOPE

STABILIZATION

A PROTECTIVE COVERING USED TO

PREVENT EROSION AND ESTABLISH

TEMPORARY OR PERMANENT

VEGETATION ON STEEP SLOPES, SHORE

LINES, OR CHANNELS.

Ss Ss

TACKIFIERS AND

BINDERS

SUBSTANCE USED TO ANCHOR

STRAW OR HAY MULCH BY CAUSING

THE ORGANIC MATERIAL TO BIND

TOGETHER.

Tac Tac

Cd CHECKDAM

A SMALL TEMPORARY BARRIER OR

DAM CONSTRUCTED ACROSS A

SWALE, DRAINAGE DITCH OR AREA

OF CONCENTRATED FLOW.

Cd

DETAILPRACTICECODE DESCRIPTIONMAP

SYMBOL

STRUCTURAL PRACTICES

STABILIZATION

CHANNELCh

IMPROVING, CONSTRUCTING

OR STABILIZING AN OPEN

CHANNEL, EXISTING STREAM,

OR DITCH.

Ch

Co CONSTRUCTION

EXIT

A CRUSHED STONE PAD LOCATED AT

THE CONSTRUCTION SITE EXIT TO

PROVIDE A PLACE FOR REMOVING

MUD FROM TIRES THEREBY

PROTECTING PUBLIC STREETS.

Co

Cr

CONSTRUCTION

ROAD

STABILIZATION

A TRAVEL WAY CONSTRUCTED AS PART

OF A CONSTRUCTION PLAN INCLUDING

ACCESS ROADS, SUBDIVISION ROADS,

PARKING AREAS, AND OTHER ON-SITE

VEHICLE TRANSPORTATION ROUTES.

Cr

Dc

STREAM

DIVERSION

CHANNEL

A TRAVEL WAY CONSTRUCTED AS PART

OF A CONSTRUCTION PLAN INCLUDING

ACCESS ROADS, SUBDIVISION ROADS,

PARKING AREAS, AND OTHER ON-SITE

VEHICLE TRANSPORTATION ROUTES.

Dc

Di DIVERSION

AN EARTH CHANNEL OR DIKE

LOCATED ABOVE,BELOW,OR ACROSS

A SLOPE TO DIVERT RUNOFF. THIS

MAY BE A TEMP- ORARY OR

PERMANENT STRUCTURE.

Di

STRUCTURE

TEMPORARY

DOWNDRAIN

A FLEXIBLE CONDUIT OF HEAVY-DUTY

FABRIC OR OTHER MATERIAL DESIGNED

TO SAFELY CONDUCT SURFACE RUNOFF

DOWN A SLOPE. THIS IS TEMPORARY

AND INEXPENSIVE.

Dn1 Dn1

Dn2

PERMANENT

STRUCTURE

DOWNDRAIN

A PAVED CHUTE,PIPE,SECTIONAL

CONDUIT OR SIMILAR MATERIAL

DESIGNED TO SAFELY CONDUCT

SURFACE RUNOFF DOWN A SLOPE.

Dn2

Fr FILTER RING

ROCK FILLED BASKETS WHICH ARE

HAND-PLACED INTO POSITION

FORMING SOIL STABILIZING

STRUCTURES.

Fr

Ga GABION

ROCK FILLED BASKETS WHICH ARE

HAND-PLACED INTO POSITION

FORMING SOIL STABILIZING

STRUCTURES.

Ga

Gr STABILIZATION

STRUCTURE

GRADE

PERMANENT STRUCTURES INSTALLED TO

PROTECT NATURAL OR ARTIFICIAL

CHANNELS OR WATERWAYS WHERE

OTHERWISE THE SLOPE WOULD BE

SUFFICIENT FOR THE RUNNING WATER TO

FORM GULLIES.

Gr

Lv LEVEL

SPREADER

A STRUCTURE TO CONVERT

CONCENTRATED FLOW OF WATER

INTO LESS EROSIVE SHEET FLOW.

THIS SHOULD BE CONSTRUCTED

ONLY ON UNDISTURBED SOILS.

Lv

Rd ROCK FILTER

DAM

A PERMANENT OR TEMPORARY

STONE FILTER DAM INSTALLED

ACROSS SMALL STREAMS OR

DRAINAGE WAYS.

Rd

Rt RETROFITTING

A DEVICE OR STRUCTURE PLACED IN

FRONT OF A PERMANENT

STORMWATER DETENTION POND

OUTLET STRUCTURE TO SERVE AS A

TEMPORARY SEDIMENT FILTER.

Rt

Re RETAINING

WALL

A WALL INSTALLED TO STABILIZE CUT

AND FILL SLOPES WHERE MAXIMUM

PERMISSIBLE SLOPES ARE NOT

OBTAINABLE. EACH SITUATION WILL

REQUIRE SPECIAL DESIGN.

Re

Sd1 SEDIMENT

BARRIER

A BARRIER TO PREVENT SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. IT MAY

BE SANDBAGS,BALES OR STRAW OR HAY,

BRUSH, LOGS AND POLES, GRAVEL, OR A

SEDIMENT FENCE. THE BARRIERS ARE

USUALLY TEMPORARY AND INEXPENSIVE.

Sd1

Sd2 INLET

SEDIMENT TRAP

AN IMPOUNDING AREA CREATED BY

EXCAVATING AROUND A STORM DRAIN

INLET. THE EXCAVATED AREA WILL BE

FILLED AND STABILIZED ON COMPLETION

OF CONSTRUCTION ACTIVITIES.

Sd2

Sd3 TEMPORARY

SEDIMENT BASIN

A BASIN CREATED BY EXCAVATION OR A DAM

ACROSS A WATERWAY. THE SURFACE WATER

RUNOFF IS TEMPORARILY STORED ALLOWING

THE BULK OF THE SEDIMENT TO DROP OUT. THE

BASIN IS USUALLY TEMP- ORARY BUT MAY BE

DESIGNED AS A PERMANENT POND OR

STORMWATER RETENTION DEVICE.

Sd3

Sr

TEMPORARY

STREAM

CROSSING

A TEMPORARY BRIDGE OR

CULVERT-TYPE STRUCTURE

PROTECTING A STREAM OR

WATERCOURSE FROM DAMAGE BY

CROSSING CONSTRUCTION EQUIPMENT.

Sr

StSt

STORM DRAIN

OUTLET

PROTECTION

A PAVED OR SHORT SECTION OF RIP

RAP CHANNEL AT THE OUTLET OF A

STORM DRAIN SYSTEM PREVENTING

EROSION FROM THE CONCENTRATED

RUNOFF.

Su SURFACE

ROUGHENING

A ROUGH SOIL SURFACE WITH

HORIZONTAL DEPRESSIONS ON A

CONTOUR OR SLOPES LEFT IN A

ROUGHENED CONDITION AFTER

GRADING.

Su

TpTp TOPSOILING

THE PRACTICE OF STRIPPING OFF THE

MORE FERTILE TOP SOIL, STORING IT,

THEN SPREADING IT OVER THE DISTURBED

AREA AFTER THE COMPLETION OF

CONSTRUCTION ACTIVITIES.

Tp

Wt

Wt

CONVEYANCE

CHANNEL

STORMWATER

VEGETATED

WATERWAY OR

PAVED OR VEGETATIVE WATER

OUTLETS FOR DIVERSIONS,

TERRACES, BERMS, DIKES OR

SIMILAR STRUCTURES.

TEMPORARY

SEDIMENT TRAP

A BASIN CREATED BY EXCAVATION OR A DAM

ACROSS A WATERWAY. THE SURFACE WATER

RUNOFF IS TEMPORARILY STORED ALLOWING

THE BULK OF THE SEDIMENT TO DROP OUT. THE

BASIN IS USUALLY TEMP- ORARY BUT MAY BE

DESIGNED AS A PERMANENT POND OR

STORMWATER RETENTION DEVICE.

Sd4 Sd4

Sk Sk

SEEP BERM

A DIVERSION PERPENDICULAR TO THE

DIRECTION OF THE RUNOFF TO ENHANCE

DISSIPATION AND INFILTRATION OF RUNOFF

AND TO PROVIDE MULTIPLE SEDIMENT

CHAMBERS.

SpB SpB

CODE APPLICATION

RATE

MULCH/ SEED RATES

PLANTING

DATE SPECIES

Ds1

THE FOLLOWING APPLICATION RATES ARE FOR EROSION CONTROL

PURPOSES ONLY. SEE LANDSCAPE PLAN FOR PERMANENT VEGETATION.

HAY OR DRY STRAW

WOOD CHIPS/ BARK/ SAWDUST

2" - 4" 2" - 3"

ANYTIME

ANYTIME

Ds2

WINTER RYE GRAIN (SECALE CEREALE)

ANNUAL RYE (LOLIUM TEMULENTUM)

ANNUAL LESPEDEZA (LESPEDEZA STRIATA)

WEEPING LOVEGRASS (ERGOSTIS CURVUIA)

PEARL MILLET (PENNESETUM GLAUCUM)

FERTILIZER (10-10-10)

MULCH (WHEAT STRAW)

LIME

28 lbs./AC 40 lbs./AC 10 lbs./AC 4 lbs./AC

50 lbs./AC 500-700 lbs./AC

2 1/2 T/AC

1 to 2 T/AC

SEP 1 - JAN 1

JAN 1 - FEB 15

FEB 15 - MAR 15

MAR 15 - JUN 15

JUN 15 - SEP 1

ANYTIME

ANYTIME

ANYTIME

Ds3

COMMON BERMUDA (HULLED SEED)

COMMON BERMUDA (TIFT 44) OR

TALL FESCUE

COMMON BERMUDA (UNHULLED SEED)

FERTILIZER (6-12-12)

MULCH (WHEAT STRAW)

10 lbs./AC 40 cu.ft./AC 50 lbs./AC 6 lbs./AC

1500 lbs./AC

2 1/2 T/AC

MAR 1 - MAR 31

4/1 - 6/15

AUG 15 - OCT 31

OCT 1 - FEB 28

LIME 1 to 2 T/AC

ANYTIME

ANYTIME

ANYTIME

SOIL TYPES

SOIL DESCRIPTIONS OBTAINED FROM A SOIL

SURVEY OF BARTOW COUNTY, GEORGIA.

MAP SYMBOL - DESCRIPTION - SLOPES

NuE - NELLA URBAN LAND COMPLEX - 15-30%

SLOPES - TYPE B

EuD - ETOWA URBAN LAND COMPLEX - 15-30%

SLOPES - TYPE B

24 HR CONTACT

CITY OF EMERSON: 770.382.9819

P.O. BOX 300

700 HWY 293

EMERSON, GA 30137 20 20 40 60 FEET

SCALE: 1" = 20'

10/09/25

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

AutoCAD SHX Text R

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

SKIMMER

A BUOYANT DEVICE THAT RELEASES/DRAINS WATER FROM THE SURFACE OF SEDIMENT PONDS, TRAPS, OR BASINS AT A CONTROLLED RATE OF FLOW.

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

W

EB

B

PA

RK

LA

N D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

C701

DETAILS

L

1'-8"

5.5"R

2'-0"

4" (TYP.)

2' -0

1'

-0

8" 4" 1'-5"

8"

C OF PARKING SPACE

4" 1'-9"

10"

1'-4"

3.5

NOTE: SYMBOL SHALL BE PAINTED WHITE ON

BLUE BACKGROUND AND SHALL MEET THE

REQUIREMENTS OF GDOT SECTION 655.

HANDICAP SYMBOL

CSP-HDS

SCALE: NONE

CST-WST

SCALE: NONE

BUMPER BLOCK

6' LONG PRECAST

2-#5 REINFORCED

1" DRAINAGE VOID

ASPHALT PAVING

1'-0"

PER EACH UNIT

1'-0"

2-

RODS 18" LONG

AND BASE

" DIAMETER4/3

6"

6'-0"

2'-0"

1" DRAINAGE SLOTS

1'-0"

2"2"4/1 " /14 "2 4/ 1 "

BARS

1'-0"

SOD

CONCRETE WHEEL STOP

(OR OTHER MATERIAL

AS SPECIFIED IN THE

SITE PLAN)

ELEVATION

VIEW

PROFILE

VIEW

12"

1"

/1

" 2

FOOTING DESIGNED

BY PAVILION MANUFACTURER

2' X 2' X 3'

STONE COLUMN

4" CONCRETE SLAB

CONCRETE TOP

STEEL POST BY

PAVILION

MANUFACTURER

CST-WST

SCALE: NONE

PAVILION POST DECO

CONCRETE PAVEMENT STANDARD DUTY (ALL SIDEWALKS)

4" PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE 3,000 PSI (28 - DAY

COMPRESSIVE STRENGTH) WITH 4" GRADED AGGREGATE BASE

SIDEWALK WIDTH

ACCORDING TO PLAN

SIDEWALK WIDTH

ACCORDING TO PLAN

10/09/25

WIDTH VARIES

STANDING SEAM

METAL ROOFING,

COLOR: HUNTER

GREEN

CITY TO PICK

STRUCTURE COLOR

STAIN AND SEAL TO BE APPLIED TO

WOOD PANELING, CITY TO PICK

COLOR FOR PAVILION CEILING STAIN

SHATTER PROOF LIGHTING TO BE TO

PAVILION WITH TIMER SWITCH

1. PROPER BRACING OF MEMBERS DURING INSTALLATION MUST BE PERFORMED

UNTIL COMPI.ETE. REFER TO 2012 IBC SECTION 1603 ABOUT DESIGN CRITERIA.

2. ANY MODIFICATIONS TO THE PROPOSED SHIEl TER NEED TO HAVE PRIOR

CONSENT FROM A LICENSED ENGINEER.

3. THE INSTALLATION OF THE SHELTER SHALL BE PERFORMED BY SOMEONE OF

EXPERIENCE AND COMPETENCE, IT SHALL BE THE RESPONSIBILITY OF THE

INSTALLER TO PROPERLY ASSEMBLE THE SHELTER AS SHOWN IN THIS DOCUMENT

AND TO CONSTRUCT SHELTER FOUNDATIONS AS SPECIFIED IN SUPPLEMENTAL

ENGINEERING DOCUMENTS.

4. READ AND UNDERSTAND INSTALLATION INSTRUCTIONS THOROUGHLY BEFORE

PROCEEDING WITH THE INSTALLATION PROCESS.

5. AlWAYS USE THE INSTALLATION INSTRUCTIONS THAT HAVE SHIPPED WITH THE

SHELTER AS THESE ARE THE MOST CURRENT. POSSIBLE CHANGES IN MATERIAL

QUANTITIES, LENGTHS, PART LABELS, ETC, MAY HAVE BEEN NECESSARY DURING

FINAL SHOP DRAWINGS, EVEN AFTER SEALED ENGINEERING.

6. SHOULD THERE BE ANY ERROR IN MANUFACTURING OR INSTALLATION, SUPPLIER

SHOULD BE NOTIFIED AS SOON AS POSSIBLE, ABSOLUTELY NO FIELD REPAIRS WILL

BE HONORED WITHOUT PRIOR AUTHORIZATION OF PROCESS AND COST BY

MANUFACTURE.

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

AutoCAD SHX Text

(270) 478-4610

Contractor responsible for any and all wiring, conduit, timer switch, LED lights, and connection to electrical. Wiring to be run through the beam structure

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

C702

DETAILS

CST-FES

SCALE: NONE

CST-TRN

10/09/25

W

EB

B

PA

RK

LA

N D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD SHX Text Owensboro, KY 42303

5160 ACWORTH LANDING DRIVE

ACWORTH GA. 30101

(770) 421-8422

WWW.AEI.CC

PROJECT NUMBER:

DRAWN BY: CHECKED BY:

DATE:

REV: DESCRIPTION DATE

C703

DETAILS

10/09/25

W

EB

B

PA

RK

LA

N D

LO

T

DI

ST

RI

CT

CI

TY

O F

EM

ER

SO

N

G

EO

RG

IA

BA

RT

O W

C O

U N

TY

AutoCAD SHX Text 65 Aberdeen Drive, AutoCAD SHX Text Glasgow, KY 42141

AutoCAD SHX Text

(270) 651-7220

AutoCAD SHX Text 2500 Nelson Miller Pkwy

AutoCAD SHX Text Louisville, KY 40223

AutoCAD SHX Text

(502) 245-3813

AutoCAD SHX Text 2331 Fortune Drive, Suite 295

AutoCAD SHX Text Lexington, KY 40509

AutoCAD SHX Text

(859) 263-0009

AutoCAD SHX Text 308 E. 25th Street

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .