Public Safety Pavement Repair Site Improvemen.pdf

PDF 25 MB Posted Apr 23, 2026

Attached to: Public Safety Pavement Repair and Site Improvements
Solicitation number: PE-66750-NONST-2026-000000025
Issued by: Gwinnett County, Georgia

About this file

Written by GovTribe AI · Apr 27, 2026

This is a construction document set for Public Safety Pavement Repairs and Site Improvements at the City of Duluth Public Safety Building located at 3276 Buford Highway, Duluth, Georgia 30096. The project encompasses pavement repairs and site improvements across a 3.88-acre site with 1.70 acres of impervious replacement surface area. The scope of work includes full-depth reclamation of 57,713 square feet of asphalt pavement, installation of 7,075 square feet of new asphalt pavement, replacement of 7,758 square feet of cracked sidewalk panels, replacement and addition of 11 ADA ramps, replacement and addition of 6 ADA signs, demolition and replacement of 6 wheel stops, replacement of approximately 640 linear feet of damaged joint sealant, demolition and replacement of 8 gate detector loops, and installation of 7 new bollards. The pre-bid conference is scheduled for May 7, 2026 at 10:00 AM at the Public Safety Building. The question deadline is May 14, 2026 at 5:00 PM. Bids are accepted until Tuesday, May 26, 2026 at 1:45 PM, with bids opened at 2:00 PM at Duluth City Hall, 3167 Main Street, Duluth, Georgia 30096, second floor conference room. A performance bond equal to 100 percent of the contract amount and a payment bond equal to 110 percent of the contract amount are required.

Construction documents issued April 21, 2026 for construction, prepared by Pond & Company with project manager Greg Brenner, PE. The site is zoned HC-A (Highway Commercial-Auto District) and is not located within a special flood hazard zone, has no buffered state waters, and contains no wetlands. Existing conditions show various pavement distresses including alligator cracking, block cracking, edge cracking, longitudinal and transverse cracking, potholes, bleeding, and concrete deterioration affecting sidewalks, ADA ramps, and stairs. The contractor must comply with all City of Duluth regulations and ordinances, Georgia Department of Transportation standards, and the Manual on Uniform Traffic Control Devices. All erosion and sediment control measures must be installed prior to construction and maintained throughout. Utility coordination and Georgia 811 notification (72 hours notice required) are mandatory. Documents are available at www.duluthga.net/business/bid_opportunities.php. The owner contact is Audrey Turner, City of Duluth, telephone 770-476-2454.

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File	Type	Posted
2026 Public Safety Repairs Geotechnical Repor.pdf	PDF	Apr 23, 2026
Public Safety Pavement Repair and Site Improv.pdf	PDF	Apr 23, 2026

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

COVER

C-000

CIVIL DESIGN TEAM

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

WEB: www.pondco.com

PROJECT MANAGER:

GREG BRENNER, PE

GREGORY.BRENNER@PONDCO.COM

OWNER/DEVELOPER

CITY OF DULUTH

3167 MAIN STREET,

DULUTH, GA 30096

OWNER CONTACT (24-HR):

AUDREY TURNER

PHONE: 770.476.2454

PROJECT INFORMATION:

PROJECT ADDRESS:

3276 BUFORD HIGHWAY

DULUTH, GA 30096

PARCEL ID'S:

6293 003A & 6293 003

SITE AREA:

3.88 ACRES

IMPERVIOUS REPLACEMENT SURFACE

AREA:

1.70 ACRES

ZONING CLASSIFICATION:

HC-A (HIGHWAY COMMERCIAL-AUTO

DISTRICT)

CONSTRUCTION DOCUMENTS FOR

PUBLIC SAFETY PAVEMENT REPAIRS AND SITE IMPROVEMENTS

ISSUED FOR CONSTRUCTION

DULUTH, GA 30096

3276 BUFORD HIGHWAY

LANDLOT 293, DISTRICT 6 ZONING: HC-A

TAX ID: 6293 003A & 6293 003

GENERAL DEVELOPMENT NOTES:

1. ALL HANDICAP RAMPS, ADA PARKING SPACES, AND SIDEWALKS IMPACTED BY CONSTRUCTION TO BE RETURNED TO ADA COMPLIANCE.

2. NO BUFFERED STATE WATERS EXIST ON THE SITE.

3. NO WETLANDS ARE SHOWN ON THE SITE.

4. SUBJECT PROPERTY IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE, PER FIRM MAP NUMBER 13135C0055G, 03/04/2013.

5. ALL PERIMETER EROSION AND SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR OF ANY

CONSTRUCTION ACTIVITIES.

6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED

PLANS DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

7. THE ESCAPE OF SEDIMENT FROM SITE SHALL BE PREVENTED BY INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICE

PRIOR LAND DISTURBING ACTIVITIES.

8. 72 HRS NOTICE IS REQUIRED TO GEORGIA 811 UTILITY PROTECTION CENTER BEFORE ANY DIGGING.

9. DEVELOPER IS TO CLEAN OUT ACCUMULATED SILT IN STORM STRUCTURES AND PIPES ON SITE AT END OF CONSTRUCTION WHEN

DISTURBED AREAS HAVE BEEN STABILIZED.

10. THE ENGINEER AND DEVELOPER ACKNOWLEDGE THAT ALL WORK REPRESENTED IN THESE CONSTRUCTION DOCUMENTS HAVE BEEN

DESIGNED AND WILL BE CONSTRUCTED TO FULLY COMPLY WITH THE CITY OF DULUTH REGULATIONS AND ORDINANCES. ACTUAL FIELD CONDITIONS COULD DICTATE MORE STRINGENT REQUIREMENTS, IF DEEMED NECESSARY BY THE CITY INSPECTOR. Know what'sbelow.

before you dig.Call Dial 811 Or Call 800-282-7411

SCALE: NTS.

VICINITY MAP

SCALE: NTS.

FEMA FLOODPLAIN MAP

PROJECT LOCATION

Sheet List Table Sheet Number Sheet Title

C-000 COVER

C-001 GENERAL NOTES

V-000 SURVEY

C-801 EXISTING CONDITIONS SITE ASSESSMENT

C-802 PHOTOS OF AREAS OF CONCERN

C-803 PHOTOS OF AREAS OF CONCERN

C-804 PHOTOS OF AREAS OF CONCERN

C-805 PHOTOS OF AREAS OF CONCERN

C-806 PHOTOS OF AREAS OF CONCERN

CD101 DEMOLITION PLAN

CS101 SITE LAYOUT

CS301 STRIPING AND SIGNAGE PLAN

CS201 SUGGESTED PHASING PLAN

CS202 SUGGESTED PHASING PLAN

CG101 GRADING PLAN

CE101 ESPC PLAN

CE501 ESPC DETAILS

CE502 ESPC DETAILS

CE503 ESPC DETAILS

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 CONSTRUCTION DETAILS

C-506 CONSTRUCTION DETAILS

4/21/2026

CIVIL ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BW BOTTOM OF WALL GRADE ELEVATION

CENTERLINE

CF CUBIC FEET

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DI DROP INLET

DIA DIAMETER

DB DUCTBANK

DIP DUCTILE IRON PIPE

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

E EASTING

EG EXISTING GRADE

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FT FEET

FL BOTTOM FACE OF CURB

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHTING PROTECTION

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MIN MINIMUM

MON MONUMENT

N NORTHING

N/F NOW OR FORMERLY

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OWS OIL/WATER SEPARATOR

PIV POST INDICTOR VALVE

POL PETROLEUMS, OILS, AND LUBRICANTS

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TYP TYPICAL

VERT VERTICAL

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

W/C WATER TO CEMENT

YR YEAR

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (256)-508-3406

CONTACT: GREG BRENNER, PE

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

CLIENT

CITY OF DULUTH

3167 MAIN STREET

DULUTH, GA 30096

P:770.3476.2454

24 HOUR CONTACT: AUDREY TURNER (770-476-2454)

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

GENERAL

NOTES

C-001

LODLOD

FW FW

CIVIL LEGEND

DESCRIPTION EXISTING PROPOSED

FIRE WATER LINE N/A

SIDEWALK

SILT FENCE N/A

LIMITS OF DISTURBANCE N/A

FIRE HYDRANT N/A

CONCRETE PAVEMENT

ASPHALT PAVEMENT

FENCE X X

CLEANOUT N/A

CURB INLET N/A

TRENCH DRAIN N/A

WEIR INLET N/A

SANITARY SEWER MANHOLE N/A

STORM SEWER MANHOLE N/A

SINGLE WING CATCH BASIN ST

WATER TEE N/A

WATER LINE

WATER METER

WATER VALVE

OVERHEAD

ELECTRICAL

UNDERGROUND

ELECTRICAL

STORM PIPE

UNDERGROUND

COMMUNICATIONS

W W W

UC UC

OE OE

UE UE

UC UC

GAS LINE G G G

POWER POLE

FLAG POLE N/A

SANITARY SEWER SS SS SS

E E

X X

GENERAL CIVIL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL COUNTY, STATE,

AND FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION

OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION

MUST BE IN STRICT ACCORDANCE WITH THE MINIMUM

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY

THE APPLICABLE JURISDICTIONS HAVING AUTHORITY. WHERE

CONFLICTS OR OMISSIONS EXIST, THE MOST STRINGENT

STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION

FROM PLANS AND SPECIFICATIONS WILL BE PERMITTED ONLY

WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER.

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR CATCH

BASIN, CENTERLINE OF ROAD, FACE OF BUILDING, FACE OF

CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS

OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED ON A BOUNDARY

AND PARTIAL TOPOGRAPHIC SURVEY BY GEOSURVEY, DATED

2/6/2026.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES

WILL BE PROVIDED, INSTALLED, AND MAINTAINED AS REQUIRED

BY LOCAL, STATE, AND FEDERAL REQUIREMENTS.

6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE

SITE AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

7. NO BURNING IS ALLOWED ON CITY OF DULUTH PROPERTY.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES

AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS MUST BE CONSTRUCTED

FLUSH WITH EXISTING, WITH NO PONDING OF STORMWATER,

UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND

TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS WILL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS MUST BE IN

ACCORDANCE WITH THE GEORGIA DEPARTMENT OF

TRANSPORTATION (GDOT) AND "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH

THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN

CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL

NOTIFY THE OWNER BEFORE PROCEEDING WITH

CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE

STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.

EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF

OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM

DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR

THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR

ANY RELOCATION OF THESE UTILITIES WITH THE COR OF THE

UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN

CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON

THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL

UTILITIES WHICH INTERFERE WITH THE PROPOSED

CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF

THE OWNER. ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN

ACCORDANCE WITH RESPECTIVE UTILITY COMPANY

STANDARDS. THE CONTRACTOR SHALL COORDINATE

DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

16. GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A

FINISHED SURFACE WITH NO PONDING OF WATER, READY TO

RECEIVE PLANTING MATERIALS OR GRASSING.

17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO

CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY

OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,

STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE

ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL

AND STORMWATER POLLUTION PREVENTION REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT

PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR

BETTER CONDITION PRIOR TO THE COMPLETION OF THE

PROJECT AS DETERMINED BY THE OWNER.

20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,

TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,

SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

22. PROTECT ALL EXISTING FEATURES AND EXISTING

LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING

THE PERFORMANCE OF THE WORK WILL BE RESTORED TO

ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH

WILL REMAIN.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT

SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY

TO THAT SHEET.

25. RESULTS FROM THE CONCRETE STRENGTH TEST

DEMONSTRATING MINIMUM COMPLIANCE IS A PREREQUISITE

TO ACCEPTING THE WORK PERFORMED AS COMPLETE.

CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

3. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY

OWNER), EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN PRIOR TO WORK.

CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP

SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE

PAINTED ON PAVEMENT AT LOCATIONS SHOWN, UNLESS NOTED

OTHERWISE.

3. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT GDOT

AND MUTCD STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING

OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT

AND EROSION CONTROL MEASURES DAILY AND DURING

PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.

DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT

ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE

WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &

STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL

SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED

FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE

BENCHMARK AND PROVIDE NEW DATA ON RECORD DRAWINGS.

6. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE

PLANS).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

Gossett Investments LLC

BUFORD HIGHWAY

(VARIABLE R/W)

E R/

Gossett Investments LLC

Cith of Duluth

City of Duluth Georgia

3276 Buford Highway

GeoSurvey

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

City of Duluth Georgia

GeoSurvey http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com

H : X

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

EXISTING

CONDITIONS

SITE

ASSESSMENT

C-801

A1 EXISTING CONDITION

SCALE: 1" = 30' 0 15' 30' 60' 90'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES ON THE SITE DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

C3 C-802

C4 C-802

A1 C-802

A2 C-802

A4 C-802

C1 C-803

C1 C-802

C2 C-803

A1 C-803

A2 C-803

A4 C-803

C1 C-804

C2 C-804

C4 C-804

A1 C-804

A4 C-804

C1 C-805

C2 C-805

C4 C-805

A1 C-805

A2 C-805

A4 C-805

C1 C-806

C2 C-806

C4 C-806

A1 C-806

A2 C-804

H : X

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\C S1

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1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

PHOTOS OF

AREAS OF

CONCERN

C-802A2 LONGITUDINAL AND TRANSVERSE CRACKING

C3 BLOCK CRACKING

C4 EDGE CRACKING

A1 ALLIGATOR CRACKING A4 ALLIGATOR CRACKING

C1 ALLIGATOR CRACKING

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

PHOTOS OF

AREAS OF

CONCERN

C-803

A1 ALLIGATOR CRACKING

C2 POTHOLES C4 ALLIGATOR CRACKING

A2 ALLIGATOR CRACKING/ BLOCK CRACKING A4 ALLIGATOR CRACKING

C1 BLEEDING

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

PHOTOS OF

AREAS OF

CONCERN

C-804

A1 DETECTABLE WARNING SURFACE WORE DOWN

C4 SIDEWALK CRACKING

A2 FRONT STAIRS CRACKING A4 CRACK IN CENTER OF SLAB-ON-GRADE

C1 LOW AREA

C2 LONGITUDINAL AND TRANSVERSE CRACKING

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

PHOTOS OF

AREAS OF

CONCERN

C-805

A1 CONCRETE SPLITTING

C4 SIDEWALK CRACKING

A2 SIDEWALK SETTLEMENT ISSUE A4 DETECTABLE WARNING

C1 DIFFERENTIAL MOVEMENT AT EXTERIOR PIER

C2 SIDEWALK CRACKING

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

PHOTOS OF

AREAS OF

CONCERN

C-806

A1 SIDEWALK CRACKING

C4 SIDEWALK SETTLEMENT ISSUEC1 SIDEWALK SETTLEMENT C2 BLOCK CRACKING

LOD

LOD LO

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LO

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD

LOD

LODLO

LODLODLODLOD

LOD

LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLODLODLOD

LOD

LODLOD

LOD

DLO

LOD

D LO

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLO

ILD

H : X

:\F Y2

-B

\0 7.

\C D

B Y:

, Y

/2 4/

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

DEMOLITION

PLAN

CD101

A1 DEMOLITION PLAN

SCALE: 1" = 30' 0 15' 30' 60' 90'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

SHEET LEGEND

DEMO AREA

LOD LIMITS OF DISTURBANCE

EV CHARGING PAD

SPOT TO NOT

BE DISTURBED

INDUCTIVE LOOP DECTOR, TO BE

DEMOLISHED. APPROXIMATE LOCATION (8)

/ / / / / / CURB AND GUTTER REMOVAL

TEMPORARILY RELOCATE EXISTING

CANOPY AND PICNIC TABLE

DURING CONSTRUCTION.

REINSTALL IN ORIGINAL LOCATION

UPON COMPLETION OF NEW

CONCRETE

MONUMENT AND

SURROUNDING AREA

TO BE PROTECTED

DURING CONSTRUCTION

ILD

REMOVE ADA SIGNS (6)

LOD

LODLODLODLODLODLODLODLO

LOD

LODLODLODLODLODLODLODLO

38'

18.5'

.21

7.5

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

SITE LAYOUT

CS101

A1 SITE LAYOUT

SCALE: 1" = 30' 0 15' 30' 60' 90'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

5. ALL GRADING SHALL BE DESIGNED TO PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDING FOUNDATIONS.

6. CONTRACTOR SHALL INSPECT APPROXIMATELY 640 LINEAR FEET

OF SEALANT AROUND THE BUILDING AND REPLACE ALL DAMAGED

SEALANT AS NECESSARY.

7. JOINTS SHOWN AS SOLID LINES ON THE PLANS ARE SCHEMATIC

ONLY. CONTRACTOR SHALL DETERMINE FINAL JOINT LAYOUT TO

CONTROL CRACKING AND ACCOMMODATE FIELD CONDITIONS.

PROVIDE CONTRACTION JOINTS AT INTERVALS NOT TO EXCEED 5'

FOR SIDEWALKS/LIGHT DUTY, 8' FOR MEDIUM DUTY, AND 10' FOR

HEAVY DUTY CONCRETE, AND IN NO CASE GREATER THAN 2.5

TIMES THE SLAB THICKNESS (FT). CONCRETE PANELS SHALL HAVE

A LENGTH-TO-WIDTH RATIO NOT EXCEEDING 1.5:1. LOCATE JOINTS

AT CHANGES IN GEOMETRY, RE-ENTRANT CORNERS, AROUND

PENETRATIONS, AND TO ALIGN WITH EXISTING JOINTS/CRACKS.

EXTEND JOINTS THROUGH ADJACENT PANELS AND MATCH

EXISTING WHERE APPLICABLE. SEE DETAIL D3/C-501 FOR

RE-ENTRANT CORNER JOINTS

GENERAL SHEET NOTES

SHEET LEGEND

LIMIT OF PAVEMENT

ASSESSMENT

CONCRETE MONUMENT

TO NOT BE DISTURBED

LIMIT OF PAVEMENT

ASSESSMENT

SCOPE OF WORK

TYPE DESCRIPTION QUANTITY UNIT

ASPHALT PAVEMENT

FULL DEPTH RECLAMATION

(FDR) 57,713 SF

ASPHALT PAVEMENT NEW PAVEMENT 7075 SF

SIDEWALK PANELS REPLACE CRACKED SLABS 7758 SF

ADA RAMPS REPLACE AND ADD NEW 11 EA

ADA SIGNS REPLACE AND ADD NEW 6 EA

WHEEL STOPS DEMOLISH AND REPLACE

IN KIND 6 EA

JOINT SEALANT REPLACE DAMAGED

SEALANT

APPROX.

640 LF

GATE DETECTOR LOOPS DEMOLISH AND REPLACE

IN KIND 8 EA

BOLLARDS ADD NEW 7 EA

LIMIT OF PAVEMENT

ASSESSMENT

BUFORD HWY

DAVENPO

RT RD NW

ADA RAMP

(TYPE B)

CONEX AND

DRONE SPOTS AREA

(GREY DYED)

FULL DEPTH RECLAMATION (FDR) - MEDIUM

DUTY, SEE B4/C-501 FOR DETAILS

FULL DEPTH RECLAMATION (FDR) - HEAVY

DUTY, SEE B4/C-501 FOR DETAILS

REPLACE WITH MEDIUM DUTY CONCRETE,

SEE A2/C-504 FOR DETAILS

REPLACE WITH GREY DYED HEAVY DUTY

CONCRETE, SEE A4/C-504 FOR DETAILS

REMOVE AND REPLACE STAIRS, SEE

B2/C-501 FOR DETAILS

REPLACE SIDEWALK, SEE B1/C-501 FOR

DETAILS

REPLACE WITH RED DYED MEDIUM DUTY

CONCRETE, SEE A2/C-504 FOR DETAILS

REPLACE ADA RAMPS, SEE A1/C-502 FOR

DETAILS

LOD LIMITS OF DISTURBANCE

REMOVE AND REPLACE ARTIFICIAL GRASS

AND FRAME, SEE D4/C-501 FOR DETAILS

NEW LAYOUT OF

CONCRETE

AREAADA RAMP

(SKEWED TYPE D)

ADA RAMP

(SKEWED TYPE D)

ADA RAMP

(TYPE B - BUFFORD HWY

SKEWED TYPE D - TOWARDS SITE)

ADA RAMP

(TYPE B)

ADA RAMP

(TYPE A)

KEYNOTES

1. PARTIAL REMOVAL AND REPAIR OF CONCRETE, MORTAR

AND THRESHOLD, SEE A1/C-504 FOR DETAILS

2. METAL ENTRANCE MAT TO BE REPLACED IN KIND

3. CONTRACTOR TO RAISE CURB WHERE REQUIRED TO

ELIMINATE PONDING AND ENSURE PROPER DRAINAGE

ALONG GUTTER. REPLACE THE CURB AND GUTTER SECTION

TO THE NEAREST JOINT. SEE A1/C-501 FOR DETAILS

4. REMOVE AND REPLACE CONCRETE WHEEL STOPS, SEE

C1/C-504 FOR DETAILS

5. PEIR REPAIR, SEE C3/C-504 FOR DETAILS

6. REMOVE AND REPLACE CURB AND GUTTER. SEE A1/C-501

FOR DETAILS

7. REMOVE AND REPLACE ADA SIGNS, SEE DETAIL A2/C-503

FOR DETAILS

ADA RAMPS (3)

(TYPE D)

ADA RAMPS (2)

(TYPE D)

BOLLARDS (7)

MEDIUM DUTY PAVEMENT, SEE C1/C-506

FOR DETAILS

HEAVY DUTY PAVEMENT, SEE D1/C-506

FOR DETAILS

PROVIDE 1.5'

DIVIDERS STRIPS

PROVIDE 1.7'

DIVIDER STRIPS

PROVIDE 1.5' INTERNAL

DIVIDER STRIPS

PROVIDE 2'

PERIMETER

DIVIDER STRIPS

SIDEWALK TO BE

SHIFTED TO ALLOW

ADEQUATE

DISTANCE FOR ADA

RAMPS

JOINTS

19' 24'

19'

19' 23'

19' 19'

23' 19'

25'

26'

9' 9'

19'

23'

19'

19' 23'

19'

19'31'18'

29'

19' 24'

17'

19' 23'

EV EV

EVEV EV

NO PARKING

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

STRIPING

AND

SIGNAGE

PLAN

CS301

A1 STRIPING AND SIGNAGE PLAN

SCALE: 1" = 30' 0 15' 30' 60' 90'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

PARKING COUNTS

TYPE EXISTING PROPOSED

STANDARD 174 174

VAN-ACCESSIBLE ADA* 6 6

TOTAL 180 180

SHEET KEYNOTES

1. 12" WIDE STOP BAR

2. PROVIDE PARKING STALL STRIPING WITH 4" WHITE

TRAFFIC PAINT. HANDICAP SPACES TO BE BLUE WITH

ADA SYMBOL AND ACCESS AISLE STRIPING.

3. 24" WIDE STOP BAR

4. CONCRETE WHEEL STOP, SEE C1/C-504 FOR DETAILS

5. DO NOT BLOCK THE BOX STRIPING

6. 6" DOUBLE YELLOW LINE

7. BOLLARDS SPACED 5' O.C., SEE C1/C-505 FOR DETAILS

8. CROSSWALK, SEE A4/C-501 FOR DETAILS

9. 4" WIDE GREEN TRAFFIC PAINT FOR EV PARKING SPOT.

VARIATIONS MAY BE ACCEPTABLE UPON REVIEW. SEE

A4/C-505 FOR IMAGE.

10. PROVIDE NEW INDUCTIVE LOOP DETECTORS AT GATE

LOCATIONS. REPLACE EXISTING LOOPS IN KIND. FINAL

LOCATIONS AND QUANTITIES SHALL BE COORDINATED BY

THE CONTRACTOR AND GATE OPERATOR VENDOR TO

ENSURE PROPER GATE FUNCTIONALITY

11. 24" CURB AND GUTTER, SEE A1/C-501 FOR DETAILS

12. REMOVE AND REPLACE ADA SIGNS (6), SEE DETAIL

A2/C-503 FOR DETAILS2

2 1

SCOPE OF WORK

TYPE DESCRIPTION QUANTITY UNIT

PAVEMENT MARKING:

PARKING SPACE RESTRIPING ALL

EXISTING LF

WHEEL STOPS DEMOLISH AND REPLACE

IN KIND 6 EA

GATE DETECTOR LOOPS DEMOLISH AND REPLACE

IN KIND 8 EA

BOLLARDS ADD NEW 7 EA

ADA SIGNS REMOVE AND ADD NEW 6 EA

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

SUGGESTED

PHASING

PLAN

CS201

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

SHEET LEGEND

SITE WORK WITHIN PHASE. SEE SITE PLAN.

TRAFFIC FLOW PATH

TEMPORARY CONSTRUCTION FENCE

XXXXX

X X

X X X

X X

C1 PHASE 1A

SCALE: 1" = 70' 0 35' 70' 140' 210'

A1 PHASE 2A

A3 PHASE 3A

X X

XXX

X X

XXXXXX

X X

X X X X X X X

X X

X X X

X X

XXXXXXX

X X

X X X X X X X

X X

SCALE: 1" = 70' 0 35' 70' 140' 210'

THE PHASING SHOWN IN THESE PLANS IS PRELIMINARY AND FOR REFERENCE

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A DETAILED PHASING

PLAN FOR REVIEW BY THE ENGINEER AND APPROVAL BY THE CITY OF DULUTH.

ITEMS OF NOTE:

1. THE BUILDING MUST REMAIN OPEN AND FULLY FUNCTIONAL AT ALL TIMES.

THE BUILDING IS IN USE 24 HOURS A DAY, 365 DAYS PER YEAR.

2. PORTIONS OF BOTH PUBLIC PARKING AND SECURED PARKING MUST REMAIN

AVAILABLE AT ALL TIMES FOR USE.

3. PEDESTRIAN ACCESS TO THE FRONT ENTRANCE (INCLUDING ADA

COMPLIANT ACCESS) MUST REMAIN AVAILABLE AT ALL TIMES.

4. COORDINATE ONSITE ACTIVITIES WITH THE CITY OF DULUTH POLICE

DEPARTMENT AND THEIR COURT SCHEDULE.

PHASING NOTES

H : X

:\F Y2

-B

\0 7.

\C S1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

SUGGESTED

PHASING

PLAN

CS202

C1 PHASE 4A

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

SHEET LEGEND

X X

X X X X X X X X X X X

SITE WORK WITHIN PHASE. SEE SITE PLAN.

TRAFFIC FLOW PATH

TEMPORARY CONSTRUCTION FENCE

XXXXX

SCALE: 1" = 70' 0 35' 70' 140' 210'

THE PHASING SHOWN IN THESE PLANS IS PRELIMINARY AND FOR REFERENCE

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A DETAILED PHASING

PLAN FOR REVIEW BY THE ENGINEER AND APPROVAL BY THE CITY OF DULUTH.

ITEMS OF NOTE:

1. THE BUILDING MUST REMAIN OPEN AND FULLY FUNCTIONAL AT ALL TIMES.

THE BUILDING IS IN USE 24 HOURS A DAY, 365 DAYS PER YEAR.

2. PORTIONS OF BOTH PUBLIC PARKING AND SECURED PARKING MUST REMAIN

AVAILABLE AT ALL TIMES FOR USE.

3. PEDESTRIAN ACCESS TO THE FRONT ENTRANCE (INCLUDING ADA

COMPLIANT ACCESS) MUST REMAIN AVAILABLE AT ALL TIMES.

4. COORDINATE ONSITE ACTIVITIES WITH THE CITY OF DULUTH POLICE

DEPARTMENT AND THEIR COURT SCHEDULE.

PHASING NOTES

" H

8" HDPE

861085

831082

LOD

LOD LO

LOD

LOD LOD

LOD

LOD LOD LOD LO

LOD

LOD LOD

LOD

D LOD

LOD LOD

LOD

D LO

LOD

DLOD

LOD

DLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLO

LODLODLODLOD

LOD

LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLODLODLOD

LOD

LODLOD

LOD

DLO

LOD

D LO

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLO

1096.2

10951093.63

1093.37

1093.7

1098.17

1098.67

1097.24

1097.25

1097.88

1097.58

1098.38

1098.08

1096.531096.83

1097.25

1085.25 1086.1

1096.66

NYLOPLAST BASIN

RIM 1087.10

1087.21

1087.37

1087.21

1087.52

1097.95

1097.06

1087.37

1092.21092.48

NYLOPLAST BASIN

RIM 1087.10

8" HDPE

1087.49

1087.64

1092.12

(FIELD VERIFY)

1093.51

(FIELD VERIFY)

1098.79

(FIELD VERIFY)

1096.68

(FIELD VERIFY)

1096.58

(FIELD VERIFY)

1095.06

(FIELD VERIFY)

1094.35

(FIELD VERIFY)

1085.60

(FIELD VERIFY)

1084.75

(FIELD VERIFY)

RIM:1093.93

(FIELD VERIFY)

1095.14

(FIELD VERIFY)

1086.99

(FIELD VERIFY)

1087.141

(FIELD VERIFY)

H : X

:\F Y2

-B

\0 7.

\C G

B Y:

, Y

/2 4/

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

GRADING

PLAN

CG101

A1 GRADING PLAN

0 20' 40' 80' 120'SCALE: 1" = 40'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

5. SPOT ELEVATIONS LABELED “VERIFY IN FIELD” REPRESENT TIE-IN

POINTS TO EXISTING GRADES BASED ON AVAILABLE 2019 USGS

LIDAR DATA AND/OR LIMITED SURVEY INFORMATION. PROPOSED

ADA RAMP AND PARKING AREA ELEVATIONS ARE BASED ON THESE

REFERENCE POINTS.

6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS AND

TIE-IN POINTS PRIOR TO CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR ADJUSTING PROPOSED GRADES AS

NECESSARY IN THE FIELD TO ENSURE COMPLIANCE WITH

AMERICANS WITH DISABILITIES ACT REQUIREMENTS, WHILE

MAINTAINING SMOOTH TRANSITIONS TO ADJACENT EXISTING

SURFACES.

7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY

DISCREPANCIES OR CONDITIONS THAT MAY IMPACT THE ABILITY

TO ACHIEVE ADA-COMPLIANT SLOPES PRIOR TO PROCEEDING

WITH WORK IN THE AFFECTED AREA.

GENERAL SHEET NOTES

SHEET LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

SCOPE OF WORK

TYPE DESCRIPTION QUANTITY UNIT

ADA RAMPS REPLACE AND ADD NEW 11 EA

8" HDPE PIPE ADD NEW 100 LF

STORM INLET ADD NEW 3 EA

LIGHTS RESET LIGHTS TO

FINISHED GRADE 4 EA

KEYNOTES

1. REGRADE LANDSCAPE AREA BETWEEN BUILDING AND

SIDEWALK TO PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDING (MIN. 2% SLOPE). DO NOT OBSTRUCT WEEP HOLES

OR EXISTING DRAINAGE FEATURES. MAINTAIN POSITIVE

DRAINAGE AT ALL TIMES. CONTRACTOR SHALL NOTIFY

ENGINEER OF ANY CONDITIONS THAT PREVENT ACHIEVING

INTENDED DRAINAGE

2. CONTRACTOR TO ENSURE GUTTER LINE AND PROPOSED

SPOTS ARE ADA COMPLIANT AND LESS THAN 2%.NOTIFY

ENGINEER IF AY ISSUES ARE DISCOVERED

3. 45 DEGREE BENDS TO GET AROUND POST, SEE A2/C-505 FOR

DETAIL

4. CONTRACTOR TO HOLD EXISTING GUTTERLINE AND EDGE

OF SIDEWALK ELEVATION. SLOPE NORTH EAST AT A

CONTINUOUS GRADE TO PROPOSED SPOT ELEVATIONS

5. CONTRACTOR TO VERIFY EXISTING INVERT AND CONFIRM

POSITIVE SLOPE CAN BE PROVIDED ON NEW STORM DRAINS.

NOTIFY ENGINEER IF ANY CONFLICTS ARISE

6. CONTRACTOR SHALL REGRADE PARKING AREAS, CURB

RAMPS, AND ADJACENT SIDEWALKS AS NECESSARY TO

MEET ADA REQUIREMENTS. FINAL GRADES SHALL BE FIELD

VERIFIED TO ENSURE COMPLIANCE WITH MAXIMUM SLOPE

REQUIREMENTS

7. CONTRACTOR SHALL ADJUST AND RESET ALL EXISTING

LIGHT FIXTURES TO MATCH PROPOSED FINISHED GRADE

NEW LIMITS OF SIDEWALK

LAT:N33°59'47.245"

LONG:W84°08'54.354"

LOD

LOD LO

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LO

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD

LOD

LODLO

LODLODLODLOD

LOD

LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLODLODLOD

LOD

LODLOD

LOD

DLO

LOD

D LO

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLO

H : X

:\F Y2

-B

\0 7.

\C E1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

ESPC PLAN

CE101

A1 ESPC PLAN

SCALE: 1" = 30' 0 15' 30' 60' 90'

1. REFER TO SHEETS C-001 FOR LEGEND, ABBREVIATIONS AND CIVIL

NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR

TO START OF CONSTRUCTION.

4. UNLESS INDICATED, PROTECT STORM INLETS, SANITARY SEWER

CLEANOUTS, CURB & GUTTER, LIGHT POLES, SIGNAGES AND

OTHER SITE AND UTILITY FEATURES IN THE PARKING LOT DURING

PAVEMENT DEMOLITION.

GENERAL SHEET NOTES

SHEET LEGEND

CURB INLET PROTECTION - SEE DETAIL

A4/CE502

DUST CONTROL - SEE DETAIL B1/CE501

CONCRETE WASHDOWN AREA - SEE DETAIL

A1/CE503

SEDIMENT BARRIER USING CMU AND SILT

FENCE - SEE DETAIL B1/CE502

CONSTRUCTION EXIT - SEE DETAIL B4/CE501

PERMANENT SEEDING - SEE DETAIL A3/CE503

Sd2-P

-NSSd1

CMU

Du Du

Sd2-PSd2-P

Sd2-P

-NSSd1

CMU

-NSSd1

CMU

-NSSd1

CMU

-NSSd1

CMU

-NSSd1

CMU

-NSSd1

CMU

LOD LIMITS OF DISTURBANCE

Ds3

H : X

:\F Y2

-B

\0 7.

\C E1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

ESPC

DETAILS

CE501

B1 DUST CONTROL

SCALE: N.T.S.

B. PERMANENT METHODS

PERMANENT VEGETATION.

SEE SPECIFCATION DS3 -DISTURBED AREA

STABILIZATION (WITH PERMANENT VEGETATION).

EXISTING TREES AND LARGE SHRUBS MAY

AFFORD VALUABLE PROTECTION IF LEFT IN

PLACE.

TOPSOILING.

THIS ENTAILS COVERING THE SURFACE WITH

LESS EROSIVE SOIL MATERIAL. SEE

SPECIFCATION

TP - TOPSOILING.

STONE.

COVER SURFACE WITH CRUSHED STONE OR

COARSE GRAVEL. SEE SPECIFCATION

CR-CONSTRUCTION

ROAD STABILIZATION.

METHODS AND MATERIALS

A. TEMPORARY METHODS

MULCHES.

SEE STANDARD DS1 - DISTURBED AREA STABILIZATION (WITH MULCHING

ONLY). SYNTHETIC RESINS MAY BE USED INSTEAD OF ASPHALT TO BIND

MULCH MATERIAL. REFER TO SPECIFICATION TAC - TACKIFERS. RESINS

SHOULD BE USED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

VEGETATIVE COVER.

SEE SPECIFICATION DS2 - DISTURBED AREA STABILIZATION (WITH

TEMPORARY SEEDING).

SPRAY-ON ADHESIVES.

THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS).

KEEP TRAFFIC OFF THESE AREAS. REFER TO SPECIFICATION

TAC-TACKIFERS.

TILLAGE.

THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE

SURFACE. IT IS AN EMERGENCY MEASURE THAT SHOULD BE USED BEFORE

WIND ERO-SION STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE.

CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, SPRING-TOOTHED

HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT THAT MAY

PRODUCE THE DESIRED EFFECT.

IRRIGATION.

THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS

SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED.

BARRIERS.

SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS,

BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR

CURRENTS AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO

PREVAILING CURRENTS AT INTERVALS OF ABOUT 15 TIMES THEIR HEIGHT

ARE EFFECTIVE IN CONTROLLING WIND EROSION.

EXIT DIAGRAM

NOTES

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN

2%.

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASH RACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASH RACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT

REMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC

RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES

USED TO TRAP SEDIMENT.

6" MIN.

50' MIN.

20' MIN.

FLOW

ENTRANCE ELEVATION

CULVERT UNDER

ENTRANCE

(IF NEEDED)

DIVERSION RIDGE

(SEE NOTE 6)

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

TIRE WASH RACK AREA/

TIRE WASHERS

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

GEOTEXTILE UNDERLINER

COARSE AGGREGATE

(N.S.A. R-2)ORIGINAL GRADE

SEDIMENT TRAP

(SEE NOTE 8)

HARD SURFACE

PUBLIC ROAD

B4 CONSTRUCTION EXIT

SCALE: N.T.S.

H : X

:\F Y2

-B

\0 7.

\C E1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

ESPC

DETAILS

CE502

FLOW

B1 SEDIMENT BARRIER IN PAVEMENT USING CMU WRAPPED IN SILT FENCE

NO SCALE

-NSSd1

CMU

POSITION WITH CMU HOLES

FACING SIDEWAYS TO

ALLOW WATER TO PASS

THROUGH.

WRAP CMU BRICKS IN 36"

SILT FENCE SUCH THAT

THE OVERLAP OCCURS ON

THE BOTTOM SIDE.

8"" 8"

LAY SILT FENCE FABRIC

FLAT, WITH CMU'S ON TOP

APPROX 3" FROM EDGE,

WRAP FENCE AROUND.

3""

ONCE WRAPPED, TURN

BRICK OVER TO OVERLAP

FABRIC ON BOTTOM.

NOTES

1. FOR USE IN PAVEMENT.

2. DESIGNED FOR USE WITH CMU'S (CONCRETE MASONRY UNITS)

APPROXIMATELY 8" X 8" X 16".

3. USE OF 36" SILT FENCE FABRIC WILL PROVIDE APPROXIMATELY 3"

TO 4" OVERLAP.

4. LAY CMU BLOCKS END TO END TO REDUCE GAPS.

A4 CURB INLET PROTECTION

SECTION B-B

FLOW 4"

FLOW

PLAN VIEW

NOTES

1. INSTALL FILTER AFTER ANY ASPHALT PAVEMENT INSTALLATION.

2. WRAP 8" CONCRETE BLOCKS IN FILTER FABRIC AND SPAN ACROSS CATCH

BASIN INLET. SEE DETAIL B1/CE503.

3. FACE OPENINGS IN BLOCKS OUTWARD.

4. LEAVE A GAP OF APPROXIMATELY 4 INCHES BETWEEN THE CURB AND THE

FILTERS TO ALLOW FOR OVERFLOW TO PREVENT HAZARDOUS PONDING.

5. INSTALL OUTLET PROTECTION BELOW STORM DRAIN OUTLETS.

PAVEMENT

GUTTER

8" CONCRETE BLOCK

WRAPPED IN FILTER FABRIC

CATCH BASIN

8" CONCRETE BLOCK

WRAPPED IN FILTER

FABRIC

CATCH BASIN

CURBING

GUTTER

PAVEMENT

CATCH BASIN

8" CONCRETE BLOCKS

WRAPPED IN FILTER FABRIC

AT CURB INLETS

CURB

CURB APRON

(GUTTER)

PAVEMENT

NO SCALE

Sd2-P

BLOCKS

GRATE

FOR USE AT DROP INLETS

H : X

:\F Y2

-B

\0 7.

\C E1

, Y

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

4/21/2026

PROJECT #

ISSUED FOR CONSTRUCTION

PUBLIC SAFETY

PAVEMENT

REPAIRS AND SITE

IMPROVEMENTS

1260018

3276 BUFORD HIGHWAY

DULUTH, GA 30098

K D

N D

O N

U C

N D

O C

U M

ESPC

DETAILS

CE503

TEMPORARY CEMENT TRUCK AND VEHICLE WASH DOWN AREA

TYPE 'A' SILT FENCE

BOTTOM OF SEDIMENT BASIN

MAINTENANCE

· INSPECT DAILY FOR SEDIMENT BUILD UP. EXCAVATE AND DISPOSE OF CONCRETE & SEDIMENT PROPERLY

WHEN 1/3 OF ORIGINAL VOLUME IS FILLED WITH SEDIMENT AND/OR DEBRIS.

· INSPECT ADJACENT AREA FOR SEDIMENT DEPOSITS AND INSTALL ADDITIONAL CONTROLS AS NECESSARY.

· REPAIR AREA AS REQUIRED TO MAINTAIN CONTROL IN GOOD WORKING CONDITION.

· EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE ACTIVITIES.

· MAINTAIN SILT FENCE AS OUTLINED IN SILT FENCE SPECIFICATIONS AND DETAILS.

· DIVERT UPSTREAM DRAINAGE AREA AROUND TEMPORARY WASHDOWN AREA.

· REMOVE TEMPORARY WASHDOWN AREA AND BRING AREA TO FINAL GRADE AS SHOWN ON THE GRADING

PLAN WHEN CEMENT TRUCK AND VEHICLE WASHDOWN AREA IS NO LONGER NECESSARY.

LIMITATIONS

CANNOT BE USED FOR WASHING EQUIPMENT OR VEHICLES THAT MAY CAUSE CONTAMINATION'S OF RUNOFF SUCH

AS FERTILIZER EQUIPMENT OR PETROLEUM VEHICLES

INSTALLATION/APPLICATION CRITERIA:

·…

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