Construction Drawings for

NORTHWOODS STREAM RESTORATION

INTERSECTION OF WHEELER DR. & CHESTNUT DR.

3370 CHESTNUT DR., DORAVILLE, GA 30340

PARCEL: 18 296 06 007

LAND LOT:

ZONING: R-1

ZONING TYPE: SINGLE-FAMILY RESIDENTIAL

PLANS DEVELOPED FOR:

CITY OF DORAVILLE

3725 PARK AVENUE

DORAVILLE, GA 30340

CONTACT: JUDE WAGUESPACK

770-451-8745

PLANS DEVELOPED BY:

KECK & WOOD INC.

3090 PREMIERE PKWY, STE 200

DULUTH, GA 30097

OFFICE: 678-417-4000

PROJECT DIRECTORY

CIVIL ENGINEER/PROJECT MANAGER

KECK & WOOD INC.

CONTACT: JENNI OLIVO, PE

PHONE: 678-471-4057

EMAIL: JOLIVO@KECKWOOD.COM

UTILITY DIRECTORY

WATER SERVICE PROVIDER:

DEKALB COUNTY

DEPARTMENT OF WATERSHED

MANAGEMENT

PHONE: 770-270-6243

ELECTRIC SERVICE PROVIDER:

GEORGIA POWER

PHONE: 888-891-0938

SANITARY SEWER PROVIDER:

DEKALB COUNTY

DEPARTMENT OF WATERSHED

MANAGEMENT

PHONE: 770-270-6243

GAS SERVICE PROVIDER:

GAS SOUTH

ATLANTA GAS LIGHT COMPANY

PHONE: 770-907-4231

TELEPHONE SERVICE PROVIDER:

AT&T

PHONE: 800-288-2020

PERMIT NO. Permit No

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

© 2025 Keck & Wood, Inc.

FEMA MAP PANEL: 13089C0019K

DATE: 08/15/2019

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PROJECT AREA

PROJECT AREA

Sheet List Table Sheet Number Sheet Title

G.1.0 COVER SHEET

G.2.0 GENERAL NOTES

V.1.0 SURVEY

C.1.0 DEMOLITION PLAN

C.2.0 SITE PLAN

C.3.0.0 EROSION CONTROL COVER SHEET

C.3.1.0 EROSION CONTROL NOTES

C.3.1.1 EROSION CONTROL NOTES

C.3.2.0 EROSION CONTROL PLAN - PHASE I

C.3.2.1 EROSION CONTROL PLAN - PHASE II

C.3.2.2 EROSION CONTROL PLAN - PHASE III

C.3.3.0 EROSION CONTROL DETAILS

C.3.3.1 EROSION CONTROL DETAILS

C.3.3.2 EROSION CONTROL CHECKLIST

C.4.0 GRADING PLAN

C.4.1 NORTH FORK PEACHTREE CREEK TRIBUTARY 1.1 CENTERLINE

C.4.2 SMALL UNNAMED TRIBUTARY CENTERLINE

C.4.3 NORTH FORK PEACHTREE CREEK TRIBUTARY 1.1 CROSS SECTIONS

C.4.4 SMALL UNNAMED TRIBUTARY CROSS SECTIONS

D.1.0 CONSTRUCTION DETAILS

D.2.0 CONSTRUCTION DETAILS

D.3.0 CONSTRUCTION DETAILS

D.4.0 CONSTRUCTION DETAILS

D.5.0 DEKALB COUNTY WATER DETAILS

L.1.0 OVERALL LANDSCAPE PLAN

L.1.1 LANDSCAPE PLAN - TREES

L.1.2 LANDSCAPE PLAN - SHRUBS & GROUNDCOVER

L.2.1 LANDSCAPE PLAN - TREES

L.2.2 LANDSCAPE PLAN - SHRUBS & GROUNDCOVER

L.3.0 LANDSCAPE DETAILS

L.3.1 LANDSCAPE DETAILS

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

© 2025 Keck & Wood, Inc.

DEMOLITION NOTES:

1. DEMOLITION PLAN HAS BEEN PREPARED TO IDENTIFY MAJOR DEMOLITION ITEMS AND DOES NOT

IDENTIFY EVERY SINGLE ITEM AND COMPONENT OF DEMOLITION. GENERAL CONTRACTOR MUST

PERFORM A SITE VISIT PRIOR TO PREPARING A BID TO IDENTIFY ALL DEMOLITION ITEMS AND

BECOME FAMILIAR WITH THE FIELD CONDITIONS OF THE PROJECT.

2. THE APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES HAVE BEEN SHOWN BY THE SURVEY AND CIVIL PLANS. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY, LOCATE, AND PROTECT ALL UTILITIES ON THE SITE. CONTRACTOR SHALL HIRE THEIR

OWN PRIVATE UTILITY CONTRACTOR TO LOCATE AND IDENTIFY ALL UTILITIES WITHIN THE

PROPOSED CONSTRUCTION AREA. CONTRACTOR SHALL IMMEDIATELY CONTRACT OWNER ,

OWNER'S REPRESENTATIVE, AND PROJECT ENGINEER IF ANY DISCREPANCIES, CONFLICTS, OR

OTHER UTILITIES ARE ENCOUNTERED PRIOR TO PROCEEDING WITH ANY FURTHER WORK.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF ALL

NEW RELOCATED, AND/OR REMOVED UTILITIES FOR THE PROJECT UNLESS OTHERWISE

INDICATED IN THE PROJECT DOCUMENTS.

4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING

CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE

TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES

AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE

ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.

5. PRIOR TO DEMOLITION OCCURRING, ALL INITIAL PHASE EROSION CONTROL DEVICES ARE TO BE

INSTALLED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO

THE EXISTING STRUCTURES PRIOR TO DEMOLITION OF THE BUILDINGS.

7. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH EACH

UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE

UTILITY COMPANY'S FORCES ALONG WITH ANY FEES WHICH ARE TO BE PAID TO THE UTILITY

COMPANY FOR THEIR SERVICES. CONTRACTOR IS RESPONSIBLE FOR ALL FEES, CHARGES, AND

COSTS INVOLVED IN THE REMOVAL OR RELOCATION OF ANY UTILITY, WHETHER THE WORK BE

PERFORMED BY THE UTILITY COMPANY'S FORCES OR BY THE CONTRACTOR.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION & REMOVAL OF ALL STRUCTURES,

PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE

CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL &

BROUGHT TO GRADE WITH SUITABLE, COMPACTED FILL MATERIAL PER THE SPECIFICATIONS

AND/OR THE GEOTECHNICAL RECOMENDATIONS.

9. ALL EXISTING UTILITIES INDICATED FOR DEMOLITION ARE TO BE REMOVED, TERMINATED & CAPPED AT THE RIGHT-OF-WAY OR AT THE EXISTING TRUNK LINES, AS DIRECTED BY THE UTILITY

OWNER. EXISTING METERS, VALVES, AND OTHER APPURTENANCES ARE TO BE REMOVED AND

RETURNED TO THE UTILITY OWNER IF DIRECTED BY THE UTILITY OWNER.

10. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, STANDARDS OR CODES. ALL NECESSARY LICENSES OR PERMITS SHALL BE OBTAINED BY THE

CONTRACTOR AT HIS EXPENSE.

11. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL, ALONG WITH ANY PERMIT FEES OR

DISPOSAL FEES.

12. EXISTING MANHOLES & VALVE BOXES TO REMAIN IN PLACE SHALL BE ADJUSTED TO FINAL

GRADES.

13. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO

BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.

ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE

UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.

CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF

WAY DURING CONSTRUCTION.

14. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,

ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED BY CONSTRUCTION MANAGER.

15. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS

REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS; BUT IF ANY DAMAGE IS INCURRED ON

ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S

REMOVAL AND REPAIR.

16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES

DURING DEMOLITION OF THE EXISTING FACILITIES.

17. NO EQUIPMENT SHALL BE STORED WITH IN ANY RIGHT-OF-WAY WITH OUT PERMISSION OF

RIGHT-OF-WAY OWNER.

18. WITHIN OR ADJACENT TO EXISTING BUSINESSES, CONTRACTOR SHALL MAINTAIN ALL PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR

MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE

SITE.

19. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE EXISTING ADJACENT

BUSINESSES AT ALL TIMES. IF INTERRUPTIONS TO UTILITY SERVICES CANNOT BE AVOIDED, THE

CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGERS AND UTILITY COMPANIES TO

COORDINATE/PHASE THE RELOCATION AND/OR REMOVAL OF UTILITIES TO MINIMIZE

DISTURBANCE AND INCONVENIENCE TO BUSINESS OPERATIONS AND CUSTOMERS. SERVICE

SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE BUILDING MANAGERS.

20. THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE DEPT. AND THE

CITY/COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE

ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO ANY STRUCTURES AND THE SITE

THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION.

CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN

SHUT OFFS WITH THE CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH

WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AS PART OF THE

BASE BID.

21. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED/REPAIRED AT

CONTRACTOR'S EXPENSE.

22. CONTRACTOR TO REPLACE/REPAIR ASPHALT AS NEEDED AFTER DEMOLITION, ABANDONMENT, OR RELOCATION OF PAVING, UTILITIES, STRUCTURES, ETC. AS PART OF THE BASE BID.

23. IF ANY AREA OUTSIDE THE LIMITS OF CONSTRUCTION IS DAMAGED AS A RESULT OF DELIVERIES, STORAGE, OR OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR IS REQUIRED TO

REPAIR ANY DAMAGE TO THE SATISFACTION OF THE PROPERTY OWNER(S) AFFECTED.

24. BACKFILL AND COMPACT ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET

THE REQUIREMENTS AND SPECIFICATIONS FOR THE INTENDED USE OF THE AREA, EXAMPLE IF

EXCAVATION IS IN AN AREA TO BE A NEW BUILDING - COMPACTION AND BACKFILLING MUST

COMPLY WITH SPECIFICATIONS FOR STRUCTURAL FILL FOR BUILDING PADS

25. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, STRUCTURAL, OR PLUMBING ELEMENTS THAT

CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND

MEASURE THE NATURE AND EXTENT OF THE CONFLICT. IMMEDIATELY SUBMIT A WRITTEN

REPORT TO THE OWNER OR OWNER'S REPRESENTATIVE DOCUMENTING THE CONFLICT ALONG

WITH A RECOMMENDED SOLUTION AND ESTIMATE COST.

26. LIMITS OF DEMOLITION OF CURB AND GUTTER, AND CONCRETE SIDEWALKS, SHALL BE TO THE

NEAREST CONSTRUCTION JOINT BEYOND THE AREA SHOWN TO BE DEMOLISHED. REPAIR WORK

SHALL ALSO BE TO THE NEAREST JOINT.

27. CONTRACTOR SHALL COORDINATE A MEETING ON SITE WITH THE OWNER/OWNER'S

REPRESENTATIVE TO REVIEW ALL ELEMENTS OF DEMOLITION, SCHEDULE OF DEMOLITION,

IDENTIFY ALL ITEMS TO BE SALVAGED, AND LOCATIONS FOR STORAGE IF NECESSARY.

28. ALL EXISTING UTILITIES LOCATED UNDER PROPOSED BUILDING FOUNDATIONS ARE TO BE

RE-LOCATED AROUND AND AWAY FROM THE NEW BUILDING FOOTPRINT UNLESS OTHERWISE

NOTED.

29. DEMOLITION PLAN DOES NOT TAKE INTO ACCOUNT THE PHASING REQUIRED TO EXECUTE THE

PROPOSED CONSTRUCTION PLAN. THE PHASING AND METHODS FOR DEMOLITION ARE

CONSIDERED PART OF THE GENERAL CONTRACTORS MEANS AND METHODS.

30. IF CONTRACTOR DISCOVERS HAZARDOUS MATERIALS ON-SITE NOTIFY OWNER AND OWNER'S

REPRESENTATIVE IMMEDIATELY. ALL HAZARDOUS MATERIALS MUST BE HAULED OFF SITE AND

DISPOSED OF LEGALLY AND TAKEN TO AN APPROVED LANDFILL APPROVED FOR THE SPECIFIC

HAZARDOUS MATERIALS.

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION

OF ALL EXISTING UTILITIES (ABOVE OR BELOW GROUND) AS SHOWN ON THESE PLANS ARE

APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE,

EXISTING SURVEYS AND/OR FROM UTILITY OWNERS. KECK & WOOD INC. DOES NOT

GUARANTEE THAT EXISTING UTILITY LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING

UTILITIES (ABOVE OR BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE

CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANIES AND THE UTILITIES

PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT

FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

NOTIFY OWNER AND/OR ENGINEER OF ANY UTILITY CONFLICTS WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS.

SITE PLAN NOTES

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND

O.S.H.A. STANDARDS.

2. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER

UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE SPECIFICATIONS.

3. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.

4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.

5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR

RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING

AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE

APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY

ROCHESTER AND ASSOCIATES, LLC DATED 10/21/2024.

8. TOTAL LAND AREA IS .75 ACRES.

9. NO WETLANDS WERE PRESENT ON THIS SITE PER THE NATIONAL WETLANDS INVENTORY MAP.

10. THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION AE BASED ON THE

FLOOD INSURANCE RATE MAP 13089C0019K DATED 08/15/2019. DETERMINATION WAS MADE BY

GRAPHICALLY DETERMINING THE POSITION OF THIS SITE ON SAID FIRM MAPS UNLESS OTHERWISE

NOTED.

11. THE CURRENT ZONING OF ALL PROPERTY SHOWN FOR DEVELOPMENT IS "SINGLE FAMILY

RESIDENTIAL".

12. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID

CONFLICTS & ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE

REGULATORY AGENCY AS TO THE LOCATION & TIE-INS/CONNECTIONS TO THEIR FACILITIES.

13. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING AND FACE OF CURB

UNLESS OTHERWISE NOTED.

14. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL AREAS INDICATED TO REMAIN

UNDISTURBED. AREAS TO REMAIN AS BUFFERS, AND ALL PROPERTY CORNERS; AND REPLACING

ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION.

15. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS

DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT,

STRIPING, CURB, ETC., REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

16. ALL STRIPING SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST

EDITION.

17. CONTRACTOR SHALL CONTACT THE UTILITY LOCATOR AS REQUIRED BY GEORGIA LAW AND HAVE

ALL UTILITIES MARKED PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL ALSO

PROVIDE A PRIVATE UTILITY LOCATOR TO LOCATE ALL UTILITIES THAT ARE NOT LOCATED BY THE

UTILITY LOCATOR CENTER.

18. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY

DISCREPANCIES, CONFLICTS, OR ERRORS THAT THEY MAY DISCOVER IN THE CONSTRUCTION

DOCUMENTS.

19. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, GUARDS, LIGHTS, AND OTHER

INSTALLATIONS REQUIRED TO PROTECT PERSONS AND PROPERTY DURING THE ENTIRE

CONSTRUCTION PROCESS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED

TEMPORARY CONSTRUCTION FENCING AND GATES NECESSARY TO SECURE THE PROJECT SITE

AND RELOCATE TEMPORARY FENCING AS MAY BE REQUIRED THOUGH THE PROGRESSIVE STAGES

OF CONSTRUCTION.

20. ALL BUILDING FOUNDATIONS & LAYOUT SHALL BE COORDINATED USING THE ARCHITECTURAL

DRAWINGS ONLY. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER CIVIL DRAWINGS IN

MATTER OF FOUNDATION AND BUILDING FOOTPRINTS.

21. UNDERGROUND UTILITIES SERVING OR CROSSING THE PREMISES MAY EXISTING THAT HAVE NOT

BEEN SHOWN ON THE SURVEY OR DESIGN DOCUMENTS. ALL UNDERGROUND UTILITY LOCATIONS

MUST BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITY.

22. CONTRACTOR MUST OBTAIN ALL NECESSARY LANE AND ROAD CLOSURE PERMITS BEFORE ANY

WORK DONE IN THE RIGHT OF WAY AFFECTING TRAFFIC.

23. AS-BUILT DRAWINGS OF ROADWAYS, STORM DRAINS, SEWER AND WATER, ARE REQUIRED PRIOR

TO ACCEPTANCE OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

24. A SEPARATE BUILDING PERMIT SHALL BE OBTAINED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND ALL RETAINING WALLS USED AS A DAM PRIOR TO CONSTRUCTION OF WALLS.

25. A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER SHALL BE ON SITE DURING CONSTRUCTION OF RETAINING WALLS TO INSPECT THE INTEGRITY OF SOILS USED TO CONSTRUCT ALL RETAINING

WALLS.

SITE UTILITY NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM AND COORDINATE THE SCOPE OF WORK

AND TIMING ASSOCIATED WITH ANY NEW UTILITY CONSTRUCTION OR RELOCATION WITH THE

UTILITY COMPANY.

2. ALL CONSTRUCTION TO CONFORM TO APPLICABLE CITY/COUNTY SPECIFICATIONS AND IN

ACCORDANCE WITH CITY/COUNTY ORDINANCES.

3. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES & REQUIREMENTS. THE

CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE

UTILITY COMPANIES & OWNERS INSPECTING AUTHORITIES.

4. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS

REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THESE SHALL BE PERFORMED PRIOR

TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.

5. TRENCHES OF 20 FEET OR GREATER REQUIRES SHORING, DESIGN TO BE CERTIFIED BY A

PROFESSIONAL ENGINEER. TRENCH SAFETY REQUIREMENTS WILL BE STRICTLY ENFORCED.

CONTRACTOR TO MEET OR EXCEED ALL OSHA STANDARDS.

6. CONTRACTOR TO REMOVE OR RELOCATE WHEN APPLICABLE, ALL EXISTING BUILDINGS,

FOUNDATIONS, EASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPE, POWER POLES & GUY WIRES, WATER METERS & WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, & ASPHALT, SHOWN & NOT SHOWN, WITHIN CONSTRUCTION

LIMITS & WHERE NEEDED, TO ALLOW FOR FILL MATERIAL, UNLESS OTHERWISE DENOTED, TO BE

REMOVED AS UNCLASSIFIED EXCAVATION.

7. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS TO REMAIN DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

8. ALL PRIMARY & SECONDARY SERVICE LOCATIONS ARE APPROXIMATE & ARE SHOWN FOR

COORDINATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE

POWER COMPANY, TO DETERMINE EXACT LOCATION & RESPONSIBILITIES INCLUDING COST.

9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. THE INFORMATION SHOWN ON THESE PLANS RELATED TO THE EXISTING UTILITIES (AERIAL AND SUBSURFACE) IS BASED ON FIELD RUN SURVEY, AS-BUILT RECORDS AND/OR UTILITY COMPANY RECORDS AND IS CORRECT TO THE BEST KNOWLEDGE OF THE ENGINEER. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO

INSTALLATION OF ANY NEW LINES.

10. THE EXISTING SUBSURFACE FACILITIES HAVE NOT BEEN EXPOSED AND VERIFIED AND THEREFORE

THE INFORMATION PROVIDED IS NOT TO BE CONSIDERED PRECISE. THE GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, SIZE, MATERIAL AND INVERT ELEVATION AT THE PROPOSED TIE-IN POINT(S) OF THE EXISTING SUBSURFACE UTILITIES PRIOR TO

ORDERING MATERIALS TO INSTALL THE PROPOSED UTILITIES. THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE ENGINEER IF CONDITIONS IDENTIFIED IN THE FIELD ARE SUBSTANTIALLY

DIFFERENT THAN THOSE SHOWN ON THE PLANS. THE OWNER WILL NOT ACCEPT ANY CHANGE

ORDERS ASSOCIATED WITH UNEXPECTED FIELD CONDITIONS THAT ARE NOT IDENTIFIED PRIOR TO

ORDERING MATERIALS FOR PROPOSED CONSTRUCTION.

11. CONTRACTOR SHALL COORDINATE THE TIMING OF ALL UTILITY CONNECTIONS AND/OR

RELOCATIONS WITH THE RESPECTIVE UTILITY SERVICE PROVIDERS. LINES TO BE RELOCATED

SHALL REMAIN OPERATIONAL AT ALL TIMES UP UNTIL THE NEW SERVICE LINE BECOMES ACTIVE.

CONNECTIONS BETWEEN EXISTING AND RELOCATED LINES THAT REQUIRE TEMPORARY

INTERRUPTION OF SERVICE SHALL BE PERFORMED ONLY AT LOW DEMAND TIMES WHICH MAY

REQUIRE WORK TO BE PERFORMED AT NIGHT AND/OR ON WEEKENDS. CONTRACTOR SHALL

INCLUDE ALL COSTS FOR SUCH WORK IN THE BASE BID.

12. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM SEWER, ROOF DRAIN,

SANITARY SEWER, WATER MAIN, GAS MAIN, OR ANY OTHER DRY UTILITY THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS

AND NOTIFY OWNER/ OWNER'S REPRESENTATIVE, AND ENGINEER OF ANY CONFLICTS OR

DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO

CONSTRUCTION, OWNER WILL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS

TO PERFORM SUCH VERIFICATION OR FAILS TO NOTIFY THE OWNER PRIOR TO COMMENCING

CONSTRUCTION OF THE UTILITY.

13. CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT SURVEY FOR ALL NEW CONSTRUCTION

AREA AND ITEMS. OWNER TO APPROVED CONTRACTOR'S SURVEYOR PRIOR TO ANY WORK. IT IS

THE OWNER'S DESIRE TO HAVE A COMPLETE AS-BUILT OF WORK PERFORMED BY THE

CONTRACTOR AND FOR THAT INFORMATION TO BE INCORPORATED INTO THEIR MASTER

BOUNDARY AND TOPOGRAPHIC SURVEY. PLANS AND PROFILES FOR SANITARY SEWER AND WATER

LINES TO ALSO BE INCLUDED IN THE SURVEY AND PROVIDED TO THE OWNER AFTER

CONSTRUCTION IS COMPLETED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL

REQUIRED APPROVALS AND CERTIFICATIONS FROM WATER AND SEWER AUTHORITY IN ORDER TO

OBTAIN THE CERTIFICATE OF OCCUPANCY OR AS REQUIRED BY THE LAND DISTURBANCE PERMIT.

14. CONTRACTOR SHALL PROVIDE OWNER WITH WRITTEN CERTIFICATION FROM THE WATER

AUTHORITY THAT THE WATER LINES INSTALLED AND ALL REQUIRED TESTING COMPLY WITH THEIR

STANDARDS AND SPECIFICATIONS.

15. CONTRACTOR SHALL PROVIDE INERT POLYETHYLENE IDENTIFICATION TAPE BURIED IN THE SAME

TRENCH 18" MAXIMUM BELOW FINISH GRADE FOR ALL UTILITY LINES AND WASTE LINES (NO

EXCEPTIONS). FOR ALL UTILITY LINES (PVC OR NON-METALLIC) CONTRACTOR, IN ADDITION TO PROVIDING AND INSTALLING IDENTIFICATION TAPE, SHALL TRACER WIRE AS WELL CONTRACTOR

TO PROVIDE OWNER WITH PHOTOGRAPHS OF TRENCHES TO DOCUMENT THE IDENTIFICATION

TAPE HAS BEEN INSTALLED.

16. ALL TRENCH BACKFILLING FOR UTILITIES SHALL HAVE CLASS B BEDDING. CLASS B BEDDING SHALL BE DEFINED AS #57 STONE PLACED IN TRENCH MINIMUM OF 6 INCHES BELOW UTILITY INVERT AND FILLED UP TO THE CENTERLINE OF THE UTILITY PIPE UNLESS OTHERWISE DETAILED DIFFERENTLY

IN THE CONSTRUCTION DOCUMENTS. THOROUGHLY TAMP AND COMPACT THE GRANULAR

MATERIAL AS IT IS BEING PLACED IN THE DITCH.

NOTES ON ECOSYSTEM RESTORATIONS

1. ADAPTIVE MANAGEMENT

BECAUSE A SYSTEM STREAM WILL CHANGE THROUGH TIME IN RESPONSE TO A VARIETY OF FORCES AND REBALANCING OF THE ECOSYSTEM, THERE IS A DEGREE OF UNCERTAINTY ASSOCIATED WITH HOW A NATURE-BASED SOLUTION WILL RESPOND TO FUTURE FLOOD (HIGH FLOW OR LONG DURATION) EVENTS. IN CONSIDERATION OF THIS UNCERTAINTY, ADAPTIVE MANAGEMENT BY THE OWNER IS NECESSARY TO MAINTAIN OR RESTORE FUNCTION OF THESE FACILITIES SHOULD A LARGE EVENT OCCUR PRIOR TO ESTABLISHMENT OF VEGETATION AND OTHER NATURAL STABILIZING FACTORS BEING

FULLY REALIZED. KECK & WOOD WILL PROVIDE RECOMMENDATIONS IN THE OPERATIONS AND

MAINTENANCE PLAN FOR THE ADAPTIVE MANAGEMENT ACTIVITIES TO BE PERFORMED BY THE CLIENT.

2. STREAM RESTORATION

THE POTENTIAL FOR MOVEMENT IN THE STREAM EXISTS. THE STREAM MAY CHANGE ITS CHANNEL, AND THE CHATTAHOOCHEE RIVER MAY AFFECT THE CHANNEL AND STREAM FLOW. WHILE THE PROPOSED PROJECT WILL NOT AGGRAVATE THE PROBLEM, THE NATURAL PROCESSES ARE STILL INTACT. FUTURE MONITORING OF THE STREAM, INCLUDING THE DEFINED PROJECT AREA AND UPSTREAM REACHES, IS

RECOMMENDED SO THAT PLAN FORM CHANGES CAN BE ADDRESSES AS THEY ARISE. MONITORING

DURING LARGE STORM EVENTS, PERIODS OF HIGH RAINFALL, AND LARGE SNOW-FREEZE MELTS, AS

WELL AS REGULAR MONITORING SHOULD BE PERFORMED. KECK & WOOD WILL PROVIDE

RECOMMENDATIONS IN THE OPERATIONS AND MAINTENANCE PLAN FOR THE ADAPTIVE MANAGEMENT

ACTIVITIES TO BE PERFORMED BY THE CLIENT.

3. VEGETATION FOR STABILIZATION

THE STABILIZATION OF THE BANK RELIES IN PART ON THE EFFECT THAT THE MATURE ROOT SYSTEM OF THE PLANTINGS WILL HAVE ON THE BANK. IT IS IMPORTANT TO NOTE THAT AT THE COMPLETION OF CONSTRUCTION THIS ROOT SYSTEM WILL NOT YET BE MATURE, AND THE PROJECT WILL BE IN A VULNERABLE PERIOD UNTIL THOSE ROOTS ARE ESTABLISHED. IT WILL BE IMPORTANT FOR THE OWNER TO MONITOR THE STREAM FOR INDICATIONS OF INSTABILITY, IN PARTICULAR DURING LARGE STORM EVENTS OR PERIODS OF HIGH RAINFALL, AND BE PREPARED TO MITIGATE ANY DETRIMENTAL CHANGES THAT OCCUR. THE CLIENT SHOULD UNDERSTAND THAT SUCH MEASURES MAY NOT MATURE IN TIME TO SUFFICIENTLY ADDRESS EVENTS OCCURRING DURING OR IMMEDIATELY AFTER PROJECT COMPLETION.

DWM NOTES:

1. CONTACT THE BACKFLOW DIVISION PRIOR TO INSTALLATION OF ANY BACKFLOW ASSEMBLY.

2. BUILDINGS, BUILDING PADS, WALLS, AND ANY PERMANENT STRUCTURE MUST MAINTAIN 10 FEET

OF HORIZONTAL CLEARANCE AND CANNOT BE PLACED WITHIN EASEMENTS.

3. VAULTS SHALL HAVE ONLY ONE (1) LINE ENTERING AND LEAVING THE STRUCTURE.

4. FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY

THE DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT BEFORE CHANGES ARE

IMPLEMENTED.

5. FOR PROJECTS LOCATED WITHIN THE CITIES, THE DEVELOPER SHALL PROVIDE A MAINTENANCE

BOND TO DEKALB COUNTY WATERSHED MANAGEMENT PRIOR TO APPROVAL OF AS-BUILT PLANS.

6. CONTRACTOR MUST JET CLEAN AND CCTV SANITARY SEWER LINES AFTER ALL TIE-IN

CONNECTIONS ARE MADE TO THE EXISTING SEWER INFRASTRUCTURE. TRACER WIRE SHALL BE

INSTALLED FOR ALL PVC PIPES.

7. CONTRACTOR TO NOTIFY THE DWM CONSTRUCTION INSPECTOR AT LEAST 72 HOURS PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES. EMAIL DWMINSPECT@DEKALBCOUNTYGA.GOV WITH

APPROVED PLAN APPLICATION NUMBER TO SCHEDULE.

8. WATER AND SEWER ACCESS FEES MAY BE LEVEED FOR: NEW CONSTRUCTION, RE-DEVELOPMENT, ADDITIONS, CHANGE OF USE, CHANGE OF OCCUPANCY ETC. PAYMENT FOR PERMITTED ACTIVITIES

ARE MADE TO THE PERMITTING DEPARTMENT.

- FEES ARE TO BE PAID THROUGH THE EPERMITTING PORTAL OR AT 178 SAMS STREET, DECATUR, GA 30030.

WATER NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND STRUCTURES ALONG THE

PROPOSED ALIGNMENT. CONTRACTOR IS TO NOTIFY THE OWNER OR ENGINEER ANY CONFLICTS

THAT MAY ARISE DUE TO UTILITY LOCATIONS.

2. MINIMUM ALLOWABLE DEPTH OF COVER IS 4-FEET, UNLESS NOTED OTHERWISE. MAXIMUM

ALLOWABLE DEPTH OF COVER IS 6.5-FEET, UNLESS NOTED OTHERWISE. CONTACT DORAVILLE

PUBLIC WORKS DIRECTOR, CHRIS LAFLEUR, FOR REVIEW AND APPROVAL OF ALL PIPE WITH

DEPTHS GREATER THAN 6.5-FEET.

3. BEND INDICATED IN THE DRAWINGS ARE ESTIMATED ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF BENDS & OTHER FITTINGS DEEMED NECESSARY TO AVOID CONFLICTS

AND ADJUST WATER LINE DEPTH AS NECESSARY. CONTRACTOR SHALL NOT EXCEED

MANUFACTURER'S MAXIMUM DEFLECTION ANGLE BETWEEN JOINTS.

4. ALL WATER MAINS AND SERVICE LINES SHALL BE BACKFILLED AND COMPACTED, PRESSURE

TESTED, STERILIZED, PASS THE BACTERIA TEST PER DEKALB COUNTY SPECIFICATIONS, AND BE

ACCEPTED BY THE CITY PRIOR TO CUSTOMER TIE-IN. CUSTOMER TIE-INS REQUIRE 72-HOURS

ADVANCED NOTIFICATION OF SERVICE INTERRUPTIONS. TIE-INS MAY REQUIRE BEING DONE

DURING EVENINGS OR ON WEEKENDS.

5. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF DORAVILLE'S PROJECT COORDINATOR

FOR ALL WATER LINE FACILITY WORK: CHRIS LAFLEUR (PHONE: 678-446-4028).

6. DURING ALL TIMES OF CONSTRUCTION, CONTRACTORS IS TO HAVE ON HAND ALL MATERIALS AND

EQUIPMENT NECESSARY TO COMPLETE A REPAIR OF ANY POTENTIAL AND/OR UNFORESEEN

EXISTING WATER MAIN AND/OR SERVICE LINE BREAK.

7. CONTRACTOR IS PROHIBITED FROM LEAVING EXCAVATED AREAS OPEN OVERNIGHT. EXCAVATED AREAS SHALL EITHER BE BACKFILLED AND COMPACTED FLUSH TO GRADER OR STEEL PLATES OF

SUFFICIENT THICKNESS WILL BE USED ATOP EXCAVATION.

8. CONTRACTOR SHALL NOTIFY DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT

INSPECTOR FORTY EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION.

9. ALL EXISTING UNDERGROUND UTILITIES SHOWN ON PROFILES ARE ASSUMED TO BE SHOWN IN

APPROXIMATE LOCATION ONLY.

10. CONTRACTOR WILL PROVIDE BACKFLOW PREVENTERS AND/OR PRESSURE RELEASE VALVES AT

EACH EXISTING BUILDING WHERE NEW SERVICE WILL BE PROVIDED.

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25' STREAM BUFFER

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25' STREAM BUFFER

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PROTECT EXISTING BUILDING

PROTECT EXISTING MANHOLE AND

CORRESPONDING UTILITY LINES

PROTECT EXISTING

HEADWALL

PROTECT EXISTING HEADWALL

TREE SAVE FENCE

PROTECT EXISTING HEADWALL

EX. TREES BY TREES ATLANTA TO BE RELOCATED

PRIOR TO DEMOLITION / GRADING ACTIVITIES.

CONTRACTOR TO COORDINATE MEETING ON SITE

WITH CITY / ENGINEER TO IDENTIFY AND FLAG TREES

FOR RELOCATION, AND TO DETERMINE PROPOSED

LOCATION FOR TREES

NOTE: TREES ATLANTA TREES ARE NOT BEING

APPLIED TREE DENSITY REQUIREMENTS FOR THIS

PROJECT.

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EX. TREES BY TREES ATLANTA TO BE RELOCATED

PRIOR TO DEMOLITION / GRADING ACTIVITIES.

CONTRACTOR TO COORDINATE MEETING ON SITE

WITH CITY / ENGINEER TO IDENTIFY AND FLAG TREES

FOR RELOCATION, AND TO DETERMINE PROPOSED

LOCATION FOR TREES. (LOCATIONS TBD)

NOTE: TREES ATLANTA TREES ARE NOT BEING

APPLIED TREE DENSITY REQUIREMENTS FOR THIS

PROJECT.

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11/17/2025

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THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By Checked By

Project Manager:

Scale:

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

© 2025 Keck & Wood, Inc.

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT FROM CITY OF DORAVILLE

PRIOR TO DEMOLITION OF THE SITE.

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

INCLUDING DEMOLITION. SEE C-3.X.X SERIES FOR EROSION CONTROL PLANS.

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

OF THE CONTRACTOR.

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

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

DEMOLITION NOTES:

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

AND UTILITY INSTALLATION CODES.

2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH GDOT SPECIFICATIONS FOR ROADS AND STRUCTURES EXCEPT IN CASES WHERE WITHIN CITY OF DORAVILLE JURISDICTION. IN

THESE CASES, THE CONTRACTOR SHALL USE WHICHEVER SPECIFICATION IS MORE STRINGENT.

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

NOTIFY THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

4. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION, COMMUNICATION, AND COORDINATION WITH LOCAL UTILITY COMPANIES IN THE PROCESS OF LOCATION/RELOCATION OF AND TIE-INS OF PUBLIC

UTILITIES.

5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ADJACENT STRICTURES OR PROPERTY AS WELL AS ANY DAMAGE TO EXISTING STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION DESIGNATED TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF

DAMAGED PROPERTY TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS OR SPECIFICATIONS WITHOUT THE PRIOR

WRITTEN CONSENT OF THE ENGINEER.

7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING CITY OF DORAVILLE AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE

WITH THE EXISTING UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

8. THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING CONSTRUCTION.

TEMPORARY PROVISIONS. THESE TEMPORARY PROVISIONS MAY INCLUDE BUT ARE NOT LIMITED TO:

TRAFFIC CONTROL, BARRICADES, FLAGPERSON, SIGNAGE, OR OTHER METHODS NECESSARY TO

ACCOMPLISH THE WORK.

9. CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTION EQUIPMENT

OPERATIONS DURING DEMOLITION ACTIVITY.

10. CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY, OR STATE RIGHT-OF-WAY AND

MUST BE STORED WITHIN THE SITE UNLESS GRANTED WRITTEN CONSENT BY OWNER OF THE

AFOREMENTIONED RIGHT-OF-WAY.

11. THE CONTRACTOR IS RESPONSIBLE FOR COMMUNICATION AND COORDINATION WITH CITY OF

DORAVILLE AS REQUIRED DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITY.

12. APPROVAL OF THESE PLANS BY CITY OF DORAVILLE DOES NOT CONSTITUTE APPROVAL OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLANDS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO

CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND AREA

DISTURBANCE.

13. ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR

TO COMMENCEMENT OF ANY LAND DISTURBANCE.

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

APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REQUIREMENTS.

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

REMOVAL.

16. THE CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.

17. CONTRACTOR TO LOCATE EXISTING WATER LINE, UNDERGROUND ELECTRICAL LINES, GAS LINES, UNDERGROUND TELEPHONE, AND ANY OTHER UTILITIES LINES DURING DEMOLITION ACTIVITIES.

COORDINATE FIELD LOCATION AND DEPTHS OF THESE UTILITIES WITH ENGINEER FOR PROPOSED UTILITY CROSSINGS AND PROPOSED PAVEMENT OVER EXISTING UTILITY LINES. THESE LINES MAY BE

RELOCATED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.

18. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED

WITH MULCH OR TEMPORARY SEEDING.

19. CONTRACTOR TO REMOVE ALL TRASH AND DEBRIS FROM SITE POST DEMOLITION AND, AGAIN, AFTER

COMPLETION OF ALL CONSTRUCTION

LEGEND

LOC

X

CLEARING & GRUBBING AREA,

EXISTING VEGETATION TO BE REMOVED

LIMITS OF CONSTRUCTION (TYP.)

TREE SAVE FENCE (TYP.)

N

0 20' 40'

SCALE: 1" = 20'

INVASIVE PLANT REMOVAL:

CONTRACTOR TO DEVELOP A WRITTEN METHODOLOGY TO ADDRESS THE INVASIVE SPECIES PRESENT ON WITHIN THE PROJECT LIMITS. THE

DESCRIPTION OF THE METHODOLOGY SHOULD BE REASONABLY DETAILED AND SPECIFIC.

MANDATORY PARAMETERS FOR ALL METHODS:

EXISTING NON-TARGET TREES OF ALL SIZES MUST BE PROTECTED DURING ANY REMOVAL TECHNIQUE. THIS INCLUDES BARK AND VASCULAR SYSTEM FOR INVASIVE VINE REMOVAL AND PROTECTION OF THE UPPER FIBROUS RHIZOSPHERE WHICH CAN BE ADVERSELY AFFECTED BY HEAVY

ROOT-GRUBBING EQUIPMENT.

ALL GEORGIA STATE PESTICIDE LAWS MUST BE FOLLOWED AT ALL TIMES. THIS INCLUDES BUT IS NOT LIMITED TO:

A. NO SPRAY APPLICATIONS DURING WIND SPEEDS GREATER THAN 5 MPH.

B. PRE / POST APPLICATION SIGNAGE. SIGNS MUST BE PER STATE SPECIFICATIONS.

C. NO SPRAY APPLICATIONS DURING TEMPERATURE INVERSIONS.

D. ALL USES ACCORDING TO THE PRODUCT LABEL, INCLUDING BUT NOT LIMITED TO, AQUATIC ZONES, TARGET SPECIES, APPLICATOR PPE, AND

RE-ENTRY INTERVAL (REI) POSTED ON SIGNAGE WHERE APPLICABLE.

THE CONTRACTOR MUST FOLLOW STRICT STANDARDS AS SET BY THE REQUIREMENTS OF APPLICABLE EPD / EPA REGULATIONS FOR WORK WITHIN RIPARIAN BUFFERS. IT IS THE INTENT AND GOAL OF THESE DOCUMENTS TO PROTECT EXISTING DESIRABLE VEGETATION AND PROTECT THE

WATERWAYS FROM NON-POINT POLLUTION AND CHEMICALS.

DYE: THE USE OF A DYE SOLUTION MANUFACTURED FOR HERBICIDE USE SHALL BE USED IN ALL HERBICIDE APPLICATIONS. THIS IS TO ENSURE COMPLETE COVERAGE AND THE AVOIDANCE OF OVERSPRAY OR DRIFT ONTO NON-TARGET PLAN SPECIES.

NO USE OF HERBICIDES CLASSIFIED AS RESTRICTED USE BY THE STATE.

ADDITIONAL NOTES FOR KUDZU REMOVAL: AT TREES, CONTRACTOR TO CUT A 2-FOOT GAP IN VINES STARTING 2 FEET ABOVE GROUND LEVEL. FOLLOW KUDZU VINES BACK TO THE TUBER, CUT INTO THE CROWN, AND SPOT TREAT THE CROWN WITH AN HERBICIDE CONTAINING GLYPHOSATE OR

TRICLOPYR.

INITIAL KUDZU REMOVAL TO BE COMPLETED FOR THE ENTIRE SITE DURING THE DEMOLITION / SITE PREPARATION PHASE OF THE PROJECT. 2 WEEKS AFTER REMOVAL IS COMPLETE AND HERBICIDE HAS BEEN APPLIED, CONTRACTOR TO CHECK THE SITE FOR EMERGENCE OF NEW PLANTS AND, IF

FOUND, SPOT TREAT WITH GLYPHOSATE OR TRICLOPYR.

ALLOW A MINIMUM OF 3 DAYS BETWEEN FINAL APPLICATION OF HERBICIDE AND PREPARATION OF NEW PLANTING BEDS / PLANTING OF NEW PLANT

MATERIAL.

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TREE SAVE CALCULATIONS

SITE DENSITY CALCULATIONS:

*30 DENSITY UNITS / ACRE REQUIRED

WESTERN LOT:

TOTAL LOT AREA: 0.97 ACRES

DENSITY UNITS REQUIRED: 29.1 DENSITY UNITS

EXISTING DENSITY FACTOR (EDF): 28.7

TREE 1 - 6.3

TREE 2 - 6.6

TREE 3 - 7.5

TREE 4 - 8.4

ADDITIONAL DENSITY MET BY PROPOSED PLANTING

REPLACEMENT DENSITY FACTOR (RDF): 1.0

2 - 3" CAL. TULIP POPLARS (0.5 DU EACH)

*REF. L SERIES DRAWINGS

WESTERN LOT DENSITY FACTOR: 29.7 DENSITY UNITS AFTER

PLANTING IS COMPLETE

EASTERN LOT:

TOTAL LOT AREA: 0.35 ACRES

DENSITY UNITS REQUIRED: 10.6 DENSITY UNITS

EXISTING DENSITY FACTOR (EDF): 41.4

TREE 5 - 8.4

TREE 6 - 7.5

TREE 7 - 6.0

TREE 8 - 6.0

TREE 9 - 6.0

TREE 10 - 7.5

EASTERN LOT EXCEEDS SITE DENSITY REQURIMENTS

TREES ATLANTA TREE RELOCATION NOTE:

EXISTING TREES PLANTED BY TREES ATLANTA TO BE RELOCATED TO A

NEAR-BY SITE, ACTUAL LOCATION TO BE IDENTIFIED BY THE CITY

DURING THE PRE-BID MEETING. CONTRACTOR TO INCLUDE THE COST

OF DIGGING, TRANSPORTING (UP TO 2 MILES), AND INSTALLING TREES

AT THE SELECTED LOCATION.

PRIOR TO RELOCATION, CONTRACTOR TO SCHEDULE A MEETING WITH

THE CITY AND ENGINEER / LANDSCAPE ARCHITECT TO IDENTIFY AND

REVIEW TREES TO BE RELOCATED. TREES OVER 4" DBH WILL NOT BE

RELOCATED.

TOTAL TREES IDENTIFIED: 25

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DWCB TOP=926.99 15" CMP INV=922.59

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SWCB TOP=929.49 48" HDPE INV=922.59

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MCCLAVE DRIVE (60' R/W)

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CHESTNUT DRIVE (60' R/W)

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WHEELER DRIVE (60' R/W)

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ADDISON DRIVE (60' R/W)

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N/F CITY OF DORAVILLE DB 4097, PG 459

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CL

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WOOD FENCE

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COVERED AREA (WOOD AWNING)

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TOP BANK

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TOP BANK

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TOP BANK

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TOP BANK

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SIGN

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CURB

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CURB

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CURB

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CONC SW

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DIR.

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TOP BANK

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STREAM EDGE

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STREAM EDGE

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STREAM EDGE

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STREAM EDGE

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STREAM EDGE

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CONCRETE SW

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CONCRETE SW

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PIPE (72", CMP) INV=916.97

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PIPE (72", CMP) INV=917.15

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PIPE (48", HDPE) INV=921.35

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PIPE (15", CMP) INV=919.36

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PIPE (72", CMP) INV=916.45

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PIPE (72", CMP) INV=916.87

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SIGN

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CO-SS

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IPF (DESCRIPTION)

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IPF (DESCRIPTION)

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DWCB TOP=927.74 24" CMP INV=923.94

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ST

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PP

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PIPE (60", CMP) INV=914.82

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PIPE (72", CMP) INV=914.67

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JB TOP=927.71

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PIPE (72", CMP) INV=916.19

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PIPE (60", CMP) INV=915.81

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SIGN

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WV

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PP

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TSP

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MH TOP=924.900 (INACCESSIBLE)

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WI TOP=927.01 FULL OF DEBRIS PIPES NOT VISIBLE

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SIGN

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DWCB TOP=923.41 60" CMP (RUNS THRU BOX) INV=915.81

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ST

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DWCB TOP=923.06 60" CMP (RUNS THRU BOX) INV=915.01

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ST

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IPF (DESCRIPTION)

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940 928.47 66 . 48 HDPE6.90

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48" WATER TRANSMISSION LINE (PER GIS)

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8" DIP

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8" DIP

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8" DIP

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UNK SIZE/TYPE

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WHEELER DRIVE (60' R/W)

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48" CI

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8" DI

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12" DIP

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PROFESSIONAL

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25' STREAM BUFFER

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6.00'

CONCRETE SIDEWALK,

DETAILS 1 & 3, SHEET D.1.0

RUBBLE SEAT

WALL, DETAIL 4,

SHEET D.1.0

CONCRETE SIDEWALK

W/TURNDOWN EDGE, DETAILS

1,2, & 3, SHEET D.1.0

R2'

R2'

R3'

R3'

R3'

6.00'

CONCRETE SIDEWALK

W/TURNDOWN EDGE, DETAILS

1,2, & 3, SHEET D.1.0

CONSTRUCTION ACCESS PATH TO

PROVIDE A MINIMUM 3" LAYER OF

SHREDDED HARDWOOD MULCH WITH

PLYWOOD ON TOP TO PROTECT EX.

TREE ROOTS / ROOT ZONE FROM

COMPACTION FROM EQUIPMENT

COVERED AREA TO BE

PROTECTED DURING

CONSTRUCTION

CONNECT SIDEWALK ALONG

SOUTH FACE

R3'

R29'

R45'

9.66'

37.82'

PROPOSED YARD HYDRANT

VERIFY LOCATION IN FIELD W/

OWNER PRIOR TO

INSTALLATION OF WATER

SERVICE / YARD HYDRANT

PROPOSED 34" WATER SERVICE

CONNECTION

(1) - TAPPING SLEEVE AND VALVE

FOR 3/4" SERVICE

(1) - 3/4" IRRIGATION METER

CONTRACTOR TO CONTACT DEKALB

COUNTY WATER FOR INSTALLATION

OF THE METER AND TAP TO MAIN.

CITY OF DORAVILLE TO PAY METER

AND TAP FEES TO COUNTY.

PROPOSED 3/4" WATER SERVICE

TREE SAVE AREA, CONTRACTOR TO USE

CAUTION WHEN WORKING WITHIN DRIPLINE OF

EXISTING TREES TO REMAIN. NO HEAVY

MACHINERY ALLOWED WITHIN PRESERVED AREA

CONCRETE SIDEWALK,

DETAILS 1 & 3, SHEET D.1.0

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.7

CONCRETE SIDEWALK

W/TURNDOWN EDGE,

DETAILS 1,2, & 3, SHEET

D.1.0

C/L OF NORTH FORK PEACHTREE

CREEK TRIBUTARY 1.1

SEE SHEET C.4.1 FOR STREAM BANK

RESTORATION PLAN AND PROFILE

C/L OF UNNAMED TRIBUTARY TO

NORTH PEACHTREE CREEK

SEE SHEET C.4.2 FOR STREAM BANK

RESTORATION PLAN AND PROFILE

EDUCATIONAL SIGNAGE

DETAIL 5, SHEET D.1.0

3/4" IRRIGATION METER

4" BACKFLOW PREVENTER

FENCING TO FOLLOW ALONG

CONCRETE SIDEWALK, DETAIL

04, SHEET D.3.0

EXISTING TREE TO REMAIN/BE

PROTECTED.

EXISTING TREE TO REMAIN/BE

PROTECTED.

EXISTING TREE TO REMAIN

/ BE PROTECTED

TREE SAVE AREA, CONTRACTOR TO

USE CAUTION WHEN WORKING WITHIN

DRIPLINE OF EXISTING TREES TO

REMAIN. NO HEAVY MACHINERY

ALLOWED WITHIN PRESERVED AREA

LIMITS OF TURF

PANEL

WATER METER EASEMENT

NOTE: PROPOSED SOD WITHIN LOD TO BE SET

AT EX. GRADE. CONTRACTOR SHALL NOT USE

HEAVY MACHINERY

R34'R16'

R50'

R45'

6.00'

R3'

6.00'

R50'

R45'

R1'

R1'

R28'

R56'

R39'

R39'

R56'

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72" CCCP (A3)

72" CCCP (A4)

SD

SD

SDSD

SD

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72" CCCP (A1)

60" CCCP (A2)

1" = 20'

11/17/2025

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Drawing No.:

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

© 2025 Keck & Wood, Inc.

GENERAL NOTES:

1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE SURVEY SHOWN IN THESE PLANS AND FIELD CONDITIONS BEFORE PROCEEDING IN ANY NEW CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIE-INS BETWEEN PROPOSED AND EXISTING PAVEMENTS, INCLUDING BUT NOT LIMITED TO: SIDEWALKS, CURBS, GUTTERS, UTILITIES, AND WALLS.

SITE NOTES:

1. EXISTING TRACT IS ZONED: R-1, SINGLE-FAMILY RESIDENTIAL.

2. ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY

FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.

3. NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES: SUPPLIES, VEHICLES, PRODUCTS, ETC.

4. CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH CITY OF DORAVILLE,

5. ALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROTECTION MEASURES ARE TO BE

INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.

6. MAXIMUM FILL/CUT SLOPES SHALL BE AS SHOWN ON PLANS.

7. 24-HOUR CONTACT: JUDE WAGUESPACK, (678) 331-9093.

8. CONTRACTOR SHALL COORDINATE WITH CITY OF DORAVILLE, GEORGIA POWER, DEKALB COUNTY, AND GDOT INSPECTORS REGARDING ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS AND COORDINATE WITH ENGINEER APPROXIMATELY 8-WEEKS PRIOR TO ANTICIPATED CERTIFICATE OF OCCUPANCY DATE

REGARDING ANY ITEMS REQUIRING ENGINEER APPROVAL OR CERTIFICATION.

LEGEND

PROPOSED CONCRETE SIDEWALK W/

TURNDOWN EDGE

SEE DETAIL - D.1.0

CONCRETE JOINTS, SEE DETAIL - D.1.0

N

0 20' 40'

SCALE: 1" = 20'

PROPOSED CONCRETE SIDEWALK (TYP.)

SEE DETAIL - D.1.0

PROPOSED LAWN

SEE LANDSCAPE DRAWINGS - L SERIES

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EP

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MCCLAVE DRIVE (60' R/W)

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CHESTNUT DRIVE (60' R/W)

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WHEELER DRIVE (60' R/W)

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ADDISON DRIVE (60' R/W)

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CL

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WOOD FENCE

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SIGN

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EP

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CURB

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CURB

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CURB

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CONC SW

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CONCRETE SW

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SIGN

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JB TOP=927.71

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WI TOP=927.01 FULL OF DEBRIS PIPES NOT VISIBLE

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SIGN

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FH

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WV

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WV

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8" DIP

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WHEELER DRIVE (60' R/W)

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48" CI

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8" DI

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12" DIP

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WM

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PROFESSIONAL

AutoCAD SHX Text No. 28741

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

© 2025 Keck & Wood, Inc.

EROSION, SEDIMENTATION, AND POLLUTION CONTROL (ESPC) PLANS FOR:

NORTHWOODS STREAM RESTORATION

INTERSECTION OF WHEELER DR. &

CHESTNUT DR.

DORAVILLE, GA 30340

DATE ISSUED: AUGUST 28, 2025

A COPY OF THIS APPROVED PLAN…