MCBRAYER PARK IMPROVEMENT PLANS.pdf

PDF 19 MB Posted May 27, 2025

Attached to: ITB 2025-500 MCBRAYER PARK SPORT COURTS AND PEDESTRIAN LIGHTING IMPROVEMENTS
Solicitation number: PE-67550-NONST-2025-000000007
Issued by: Henry County, Georgia

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Written by GovTribe AI · May 1, 2026

McBrayer Park Improvement Plans Summary

This file consists of civil design drawings prepared by Falcon Design Consultants, LLC for McBrayer Park improvements in Hampton, Georgia, a project owned and developed by the City of Hampton. The improvement plans address Phase 1 site enhancements located on Land Lot 250, 6th District, encompassing a total site area of 1.07 acres with 0.93 acres of disturbed area. The proposed work includes site improvements such as new sidewalks (6 feet wide, 4 inches thick concrete), retaining walls with clay brick facing, utility infrastructure (sanitary sewer and water service), storm drainage systems, and sport court resurfacing including pickleball courts, tennis courts, and basketball courts. Additional amenities include a proposed restroom facility (Model DN-406), new fencing (10-foot black PVC-coated chain link), accessible ramps compliant with ADA standards, and landscaping restoration. The project has an estimated construction start date of October 2024, with a phased schedule consisting of initial, intermediate, and final phases spanning approximately seven months, including clearing and grubbing, utility installation, grading and drainage work, construction of buildings and paving, and final landscaping and grassing activities.

The engineering plans include comprehensive erosion and sedimentation control measures with 682 linear feet of silt fence providing 95 cubic yards of storage capacity against a requirement of 67 cubic yards, sediment traps, inlet protection, and tree protection measures. All construction must conform to Georgia Department of Transportation standards, City of Hampton specifications, and applicable state and federal regulations including the Georgia Erosion, Sedimentation and Pollution Control Act. The project receives water service from the City of Hampton and discharges stormwater to Bear Creek Tributary 8; the site is not located within a 100-year flood plain per FEMA panel 13151C0143D. Critical project contacts include Justin Connor (24-hour contact, 770-946-4306) for the City of Hampton and professional engineer James L. Jones II, registered in Georgia. All construction documents require proper permits from local authorities prior to commencement, and contractors must call 811/1-800-282-7411 at least 48 hours before excavation to locate underground utilities.

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File	Type	Posted
ITB 2025_500 INVITATION TO BID.pdf	PDF	May 27, 2025
ADDENDUM I_ITB 2025_500 MCBRAYER PARK SPORT C.pdf	PDF	May 27, 2025
ITB 2025_500 Contract Documents.pdf	PDF	May 27, 2025

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Sheet List Table Sheet Number Sheet Title

1.0 COVER SHEET

FOR

CIVIL DESIGN DRAWINGS

SURVEYOR:

FALCON DESIGN CONSULTANTS, LLC

235 CORPORATE CENTER DR.,

SUITE 200

STOCKBRIDGE, GA 30281

PHONE: (770) 389-8666

LAND LOT 250, 6TH DISTRICT

CITY OF HAMPTON, GEORGIA

MCBRAYER PARK

24 HOUR CONTACT:

JUSTIN CONNOR

PHONE: (770) 946-4306

OWNER/DEVELOPER:

CITY OF HAMPTON

17 E. MAIN STREET

HAMPTON, GA 30228

PHONE: (770) 946-4306

ENGINEER:

FALCON DESIGN CONSULTANTS, LLC

235 CORPORATE CENTER DR.,

SUITE 200

STOCKBRIDGE, GA 30281

PHONE: (770) 389-8666

VICINITY MAP

NTS

N.T.S.

FEMA FLOOD MAP

R E

SHEET NUMBER

DATE:

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REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

L . JONES

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

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SITE

IMPROVEMENTS PH. 1

AS SHOWN ON FLOOD INSURANCE RATE MAPS OF A CITY OF HAMPTON, GEORGIA

COMMUNITY PANEL NUMBER: 13151C0143D EFFECTIVE DATE: OCT. 06, 2016,

PORTIONS OF THESE PROPERTIES ARE LOCATED IN A FEMA FLOOD HAZARD

ZONE.

FLOOD NOTE

CALDWELL DR

JAMES ST

AL AVE

E M

AIN ST N

EMORY ST

GREENLEAF DR

SANDSTONE DR

OAK ST

BEAR CREEK

W M

AIN ST

SITE

19-41

CITY OFFICIALS

MAYOR ANN TARPLEY

MAYOR PRO TEM SHEILA L. BARLOW

COUNCIL MEMBER MARTY MEEKS

COUNCIL MEMBER DEVLIN CLEVELAND

COUNCIL MEMBER WILLIE TURNER

COUNCIL MEMBER KESHA WHITE-WILLIAMS

COUNCIL MEMBER PAM DUCHESNE

CITY MANAGER ALEX COHILAS

DEVELOPMENT DATA

ENGINEER

SOURCE OF DATA

SITE LOCATION DATA

OWNER / DEVELOPER 1.

24 HOUR CONTACT:

THERE ARE NO ARE NO STATE WATERS

LOCATED WITHIN 200 FT. OF THE SITE

OVERALL DEVELOPMENT

PROPERTY ADDRESS6.

THE PARCEL SHOWN HEREIN DOES NOT

LIE WITHIN A SPECIAL FLOOD HAZARD

AREA PER F.I.R.M. PANEL 13151C0143D

EFFECTIVE DATE OCT. 06, 2016.

SITE REQUIREMENTS

FLOOD ZONE DATA

PROJECT AREA

TOPOGRAPHIC & BOUNDARY SURVEY

PERFORMED BY:

FALCON DESIGN CONSULTANTS, LLC

DATED: SEPT 01, 2023.

ACRES

PROJECT RECEIVING WATERS: BEAR

CREEK TRIBUTARY 8

CITY OF HAMPTON

17 E. MAIN STREET

HAMPTON, GA 30228

PHONE: (770) 946-4306

JUSTIN CONNOR

PHONE: (770) 946-4306

FALCON DESIGN CONSULTANTS, LLC

235 CORPORATE CENTER DR.,

SUITE 200

STOCKBRIDGE, GA 30281

PHONE: (770) 389-8666

FALCON DESIGN CONSULTANTS, LLC

235 CORPORATE CENTER DR.,

SUITE 200

STOCKBRIDGE, GA 30281

PHONE: (770) 389-8666

INTERSECTION OF COLLEGE ST AND

CENTRAL AVE IN CITY OF HAMPTON,

GEORGIA

INTERSECTION OF COLLEGE ST AND

CENTRAL AVE IN HAMPTON, GA

1.07

TOTAL DISTURBED AREA ACRES0.93

2.0 GENERAL NOTES

2.1 EROSION CONTROL NOTES

2.2 ESPCP CHECKLIST

3.0 EXISTING CONDITIONS

4.0 EROSION CONTROL PLAN

7.0 UTILITY PLAN

8.0 SANITARY SEWER PLAN AND PROFILE

9.0 STORM PROFILES & PIPE CHART

10.0-10.1 EROSION CONTROL DETAILS

11.0-11.2 CONSTRUCTION DETAILS

12.0 UTILITY DETAILS

5.0-5.2 SITE PLAN

6.0 GRADING AND DRAINAGE PLAN

6.1 WALL PLAN AND PROFILES

COLLEGE ST

AutoCAD SHX Text 9/6/24

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MAGNETIC

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DRAWN BY:

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REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\CND00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

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1. GROUND SURFACE PREPARATION: REMOVE VEGETATION INCLUDING GRASS, ROOTS, AND

SURFICIAL ORGANICS, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND

DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. PLOW

STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERT. TO 2 HORIZ. SO THAT FILL

MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN EXISTING GROUND SURFACE HAS A

DENSITY LESS THAN THAT SPECIFIED UNDER COMPACTION FOR PARTICULAR AREA

CLASSIFICATION, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE CONDITION TO

OPTIMUM MOISTURE CONTENT, AND COMPACT TO REQUIRED DEPTH AND PERCENTAGE OF

MAXIMUM DENSITY.

2. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE

DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT AND NOT MORE

THAN 6 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED

TAMPERS.

3. BEFORE COMPACTION, MOISTEN AND AERATE EACH LAYER AS NECESSARY TO PROVIDE

OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF

MAXIMUM DRY DENSITY OR RELATIVE DRY DENSITY FOR EACH AREA CLASSIFICATION. DO

NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN OR

CONTAIN FROST OR ICE.

4. COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OF FILL MAT'L TO AT LEAST 98% OF

THE STANDARD PROCTOR MAXIMUM DRY DENSITY TO A DEPTH OF 6" BELOW BOTTOM OF

FINAL GRADE.

5. MOISTURE CONTROL: WHERE SUBGRADE OR LAYER OF SOIL MATERIAL MUST BE

MOISTURE CONDITIONED BEFORE COMPACTION, UNIFORMLY APPLY WATER TO SURFACE OF

SUBGRADE OR LAYER OF SOIL MAT'L. APPLY WATER IN MINIMUM QUANTITY AS NECESSARY

TO PREVENT FREE WATER FROM APPEARING ON SURFACE DURING OR SUBSEQUENT TO

COMPACTION OPERATIONS.

6. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, SOIL MATERIAL THAT IS TOO WET TO

PERMIT COMPACTION TO SPECIFIED DENSITY.

7. SPREAD SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT

COMPACTION. ASSIST DRYING BY DISCING, HARROWING, OR PULVERIZING UNTIL MOISTURE

CONTENT IS REDUCED TO A SATISFACTORY VALUE.

8. QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW GEOTECHNICAL TESTING

SERVICE TO INSPECT AND APPROVE EACH SUB-GRADE AND BACKFILL OR FILL LAYER

BEFORE FURTHER BACKFILL OR CONSTRUCTION WORK IS PERFORMED. TEST SHALL BE

PERFORMED EVERY 10,000 SQ. FT. OF AREA PER ONE FOOT LIFT (OR AS DIRECTED BY A

REGISTERED GEOTECHNICAL ENGINEER.

9. GEOTECHNICAL SPEC'S DEPICTED HEREON ARE GUIDELINES ONLY AND SHOULD BE

VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. RECOMMENDATIONS FROM A REGISTERED GEOTECHNICAL ENGINEER (IF

ANY) SHALL SUPERSEDE THE ABOVE REFERENCED SPEC'S.

10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE DISCOVERY OF ANY

GROUNDWATER, SUBSURFACE SEEPAGE OR SPRINGS DURING THE COURSE OF

CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO CONSULT WITH A

REGISTERED GEOTECHNICAL ENGINEER TO INSPECT THE SITE, AND TO MAKE ANY

RECOMMENDATIONS REGARDING EVIDENCE AND REMEDIATION (IF ANY) OF SAID

SUBSURFACE WATERS.

11. ALL CUT AND FILL SLOPES (WITH THE EXCEPTION OF DETENTION AND SEDIMENT PONDS)

SHALL BE LESS THAN OR EQUAL TO 2:1. POND SLOPES SHALL BE 3:1 UNLESS OTHERWISE

NOTED.

12. CITY OF HAMPTON ASSUMES NO RESPONSIBILITY FOR THE OVERFLOW OR EROSION OF

NATURAL DRAINS OR THE MAINTENANCE OF STORM DRAINS BEYOND THE EXTENT OF THE

STREET RIGHT OF WAY.

1. CAUTION, UNDERGROUND SERVICE ALERT! THE CONTRACTOR SHALL TELEPHONE TOLL FREE 1-800-282-7411 OR 811 A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATION AS SHOWN AND NOTED ON THE APPROVED

PLANS.

2. ALL NECESSARY PERMITS TO PERFORM THE WORK AS SHOWN AND NOTED HEREON SHALL BE OBTAINED PRIOR

TO THE START OF CONSTRUCTION FROM CITY OF HAMPTON .

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS AND STANDARDS OF THE

GEORGIA STATE D.O.T. (DEPARTMENT OF TRANSPORTATION) AND CITY OF HAMPTON .

4. UNDERGROUND UTILITY LINE LOCATIONS (IF ANY) ARE APPROX. ONLY, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION OF ANY SUCH UTILITIES. UTILITIES SHOWN ON PLANS ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY EXISTING UTILITIES WILL EFFECT OR IMPEDE THE

PROGRESSION OR COMPLETION OF THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS.

5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE PER FEMA FLOOD PLAIN COMMUNITY PANEL NUMBERS 13151C0143D DATED OCT. 06, 2016 OR CITY OF HAMPTON PANEL 143 OF 305 DATED 6 OCT 2016.

6. THERE ARE NO STATE WATERS LOCATED WITHIN 200 FT. OF THIS PROJECT SITE.

7. THE CONTRACTOR SHALL COORDINATE RELOCATION OF ANY EXISTING UTILITIES WITH THE APPROPRIATE UTILITY

ENTITY PRIOR TO THE START OF ANY CONSTRUCTION.

8. THE OWNER SHALL DIRECT THE CONTRACTOR AS TO WHAT EXISTING VEGETATION ON SITE SHALL BE REMOVED BEYOND THE CLEARING LIMITS AS SHOWN AND NOTED HEREON. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN PROTECTING EXISTING TREES. COORDINATE ALL TREE REMOVAL WITH OWNER PRIOR TO THE START OF

ANY CONSTRUCTION.

9. MISCELLANEOUS MAPPING NOTES:

A. UTILITIES SHOWN ARE LOCATIONS OF GROUND IDENTIFIABLE ITEMS. ADDITIONAL UTILITIES MAY EXIST ABOVE OR BELOW THE GROUND. THE SURVEYOR & ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS

DATA.

B. THIS PROPERTY IS SUBJECT TO ALL RIGHT-OF-WAYS & EASEMENTS SHOWN OR NOT SHOWN, RECORDED OR NOT

RECORDED.

10. THE CONTRACTOR SHALL REMOVE AND ABANDON EXISTING UTILITIES ONLY AFTER APPROVAL FROM ALL INTERESTED PARTIES. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO: EXISTING ON-SITE DRAINAGE PIPING, ON-SITE PRIVATE ELECTRICAL LINES AND APPURTENANCES, ABANDONED EROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALL COORDINATE ANY AND ALL ABANDONMENT AND/OR RELOCATION WITH THE APPROPRIATE UTILITY COMPANIES OR ENTITY. ANY DISPOSAL OF SAID FACILITIES SHALL BE DONE IN ACCORDANCE WITH LOCAL UTILITY AND/OR GOVERNMENTAL REGULATIONS. RELOCATION AND/OR ABANDONMENT OF SAID FACILITIES AND/OR UTILITIES SHALL BE DONE AT THE EXPENSE OF THE OWNER/DEVELOPER. PERMITS (IF ANY)

SHALL BE OBTAINED BY THE CONTRACTOR AND/OR OWNER/DEVELOPER.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT PRIOR TO ORDERING PROJECT MATERIALS, THAT THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS HAVE BEEN OBTAINED FROM THE PROJECT ENGINEER INCLUDING, BUT NOT LIMITED TO, THE PERMITTED SET(S) FROM ALL APPLICABLE AGENCIES AS APPROPRIATE. THE PROJECT ENGINEER ACCEPTS NO RESPONSIBILITY FOR IMPROPER ORDERING OF MATERIALS.

12. ALL CONSTRUCTION MUST CONFORM TO CITY OF HAMPTON STANDARDS AND SPECIFICATIONS, WHETHER OR

NOT REVIEW COMMENTS WERE MADE.

13. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER INSTALLATION AND STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED.

14. SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY PROJECT ENGINEER AND/OR THE CITY OF

HAMPTON INSPECTOR.

15. NOTIFY CITY OF HAMPTON INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION.

16. ALL AREAS USED AS BURIAL PITS DURING DEVELOPMENT MUST BE LOCATED OUTSIDE OF RIGHT-OF-WAY AND ARE TO BE LOCATED ON THE FINAL PLAT. GEORGIA DNR EPD REQUIREMENTS ARE TO BE MET: "NO PORTION OF WASTE DISPOSAL AREA SHALL BE LOCATED WITHIN ONE HUNDRED (100) LINEAR FEET OF ANY PROPERTY LINE OR

ENCLOSED STRUCTURE."

17. THE OWNER/DEVELOPER AND ENGINEER HAVE REVIEWED THE APPROPRIATE LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING DEVELOPMENT ACTIVITIES ADJACENT TO FLOOD PLAINS AND WETLANDS AND HAVE DETERMINED THAT THIS DEVELOPMENT PLAN SATISFIES THE STANDARDS PRESENTED IN APPLICABLE

REGULATIONS.

18. WATER SERVICE TO BE PROVIDED BY CITY OF HAMPTON.

19. ALL EROSION AND SEDIMENTATION CONTROLS, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR

TO GRADING.

20. SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO M.U.T.C.D. SPECIFICATIONS.

21. ALL FILL AREAS MUST BE COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR.

22. NO WOODY VEGETATION IS ALLOWED WITHIN 15' OF THE DOWNSTREAM TOE OF EARTHEN EMBANKMENT.

23. ALL STORM PIPE AND STRUCTURES SHALL COMPLY WITH GADOT STANDARDS FOR DESIGN, CONSTRUCTION, AND

INSTALLATION.

24. INVERTS ON ALL STORM STRUCTURES SHALL BE PAVED SMOOTH.

25. ALL STORMWATER STRUCTURES AND PONDS SHALL BE MAINTAINED BY THE PROPERTY OWNER.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNING AND MAINTENANCE OF TRAFFIC CONTROL DURING

CONSTRUCTION IN ACCORDANCE WITH THE MUTCD, GADOT, AND CITY OF HAMPTON STANDARDS.

GENERAL NOTES:

GRADING NOTES:

THERE IS ESTABLISHED A 25 FOOT BUFFER ALONG THE BANKS OF ALL STATE WATERS,

AS MEASURED HORIZONTALLY FROM THE POINT WHERE VEGETATION HAS BEEN

WRESTED BY NORMAL STREAM FLOW OR WAVE ACTION. NO LAND DISTURBING

ACTIVITIES SHALL BE CONDUCTED WITHIN A BUFFER AND A BUFFER SHALL REMAIN IN

ITS NATURAL, UNDISTURBED STATE OF VEGETATION UNTIL ALL LAND DISTURBING

ACTIVITIES ON THE CONSTRUCTION SITE ARE COMPLETED. ONCE THE FINAL

STABILIZATION OF THE SITE IS ACHIEVED, A BUFFER MAY BE THINNED OR TRIMMED OF

VEGETATION AS LONG AS A PROTECTIVE VEGETATIVE COVER REMAINS TO PROTECT

WATER QUALITY AND AQUATIC HABITAT AND A NATURAL CANOPY IS LEFT IN

SUFFICIENT QUANTITY TO KEEP SHADE ON THE STREAM BED; PROVIDED, HOWEVER,

THAT ANY PERSON CONSTRUCTING A SINGLE FAMILY RESIDENCE, WHEN SUCH

RESIDENCE IS CONSTRUCTED BY OR UNDER CONTRACT WITH THE OWNER FOR HIS OR

HER OWN OCCUPANCY, MAY THIN OR TRIM VEGETATION IN A BUFFER AT ANY TIME AS

LONG AS PROTECTIVE VEGETATIVE COVER REMAINS TO PROTECT WATER QUALITY

AND AQUATIC HABITAT AND A NATURAL CANOPY IS LEFT IN SUFFICIENT QUANTITY TO

KEEP SHADE ON THE STREAM.

STATE WATERS BUFFER NOTE:

GENERAL NOTES:

HOW TO USE THESE DRAWINGS:

1. THE PLANS, PROFILES, DETAILS, SPECIFICATIONS AND OTHER DESIGN

APPURTENANCES CONTAINED HEREIN ARE FOR INFORMATION, PERMITTING,

AND CONSTRUCTION PURPOSES. THESE DOCUMENTS ARE NOT VALID FOR

CONSTRUCTION UNTIL SIGNED AND SEALED BY THE ENGINEER OF RECORD

AND THE APPROPRIATE PERMITS ARE OBTAINED FROM LOCAL GOVERNING

AUTHORITIES.

2. ADDITIONAL PROVISIONS MAY BE REQUIRED DURING CONSTRUCTION DUE TO

SITE CONDITIONS, WEATHER, OR REQUESTS BY THE INSPECTOR.

3. THE FEATURES, DISTANCES, AND ANGLES ON THESE DRAWINGS SHALL NOT

BE SCALED. IF THE NECESSARY DIMENSIONS ARE NOT PROVIDED, THE

CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER FOR CLARITY.

4. PIPE LENGTHS ARE MEASURED TO THE CENTER OF THE STRUCTURES IN

LINEAR HORIZONTAL FEET AND PIPE SIZES ARE MEASURED BY INSIDE

DIAMETER IN INCHES UNLESS OTHERWISE NOTED.

5. THE PROPOSED GRADING SHOWN ON THESE PLANS REPRESENTS THE

FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED.

OPEN SPACE MANAGEMENT PLAN:

1. THE OPEN SPACE AREAS, INCLUDING ALL NATURAL AND BUILT FEATURES,

SHALL BE MANAGE AND MAINTAINED BY THE MANDATORY HOMEOWNERS

ASSOCIATION TO THE EXTENT THAT PRESERVES THE HEALTH AND SAFETY

OF ALL INDIVIDUALS THAT UTILIZE THESE AMENITIES.

AutoCAD SHX Text 9/6/24

PLACEMENT AND COMPACTION

SHEET NUMBER

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DRAWN BY:

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REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\CND00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

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E R

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O L N

O T E

S F O

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2.1

N/A

MONTH

MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION

CONTROL, AND TREE PROTECTION MEASURES:

FINAL LANDSCAPING AND GRASSING:

CLEARING AND GRUBBING

END OF

PROJECT

MONTH

ESTIMATED START DATE: OCTOBER 2024CONSTRUCTION ACTIVITY SCHEDULE

INITIAL PHASE

INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, PONDS, OUTLET

PROTECTION, DIVERSION DITCHES AND TREE PROTECTION FENCES

GRASSING

GRADING, STORM DRAIN INSTALLATION, SD2-F, SD2-P

AND OUTLET PROTECTION

INTERMEDIATE PHASE

INSTALL UNDERGROUND UTILITIES

MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION

CONTROL, AND TREE PROTECTION MEASURES:

GRASSING

FINAL PHASE

CONSTRUCT BUILDING, PAVING AND SIDEWALKS

MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION

CONTROL, AND TREE PROTECTION MEASURES:

SOILS INFORMATION:

SOURCE: USDA WEB SOIL SURVEY

RETAINING

SEDIMENT

BARRIER

RETROFITTING

WALL

TYPEX

(Indicate Type)

(Label)

DAM

ROCK FILTER

GABION

STRUCTURE

SPREADER

LEVEL

STABILIZATION

GRADE

(Label)

STRUCTURE

DOWN DRAIN

PERMANENT

DOWN DRAIN

TEMPORARY

STRUCTURE

DIVERSION

EXIT

CONSTRUCTION

Dn1

(Label)

Dn2

(Label)

TEMPORARY

VEGETATION)

DUST

CONTROL

ON DISTURBED

AREAS

(WITH

PERMANENT

DISTURBED AREA

STABILIZATION

SEEDING)

(WITH

DISTURBED AREA

STABILIZATION

Ds3

Ds2

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

ZONE

BUFFER

Ds1

(Label)

STABILIZATION

CHANNEL

CHECKDAM

TEMPORARY

SEDIMENT BASIN

INLET

SEDIMENT TRAP

(WITH

SODDING)

DISTURBED AREA

STABILIZATION

Ds4

FLOCCULANTS AND

COAGULANTS

FI-Co

TACKIFIERS AND

BINDERS

Tac

STREAMBANK

STABILIZATION

(USING PERMANENT

VEGETATION)

EROSION

CONTROL

MATTING AND

BLANKETS

ROAD

CONSTRUCTION

STABILIZATION

DIVERSION

STREAM

CHANNEL

STRUCTURAL PRACTICES

VEGETATIVE MEASURES

VEGETATED

STORM WATER

CHANNEL

CONVEYANCE

WATERWAY OR

TOP SOILING

SURFACE

ROUGHENING

PROTECTION

OUTLET

STORM DRAIN

TEMPORARY

STREAM

CROSSING

(Show Striping & Storage Areas)

(Label)

YOU TO THE MANUAL FOR SEDIMENTATION AND EROSION CONTROL PER THE "SEDIMENTATION

FOR FURTHER EXPLANATION OF THE SYMBOLS AND CONSTRUCTION PRACTICES WE REFER

AND EROSION ACT OF 1975 FOR GEORGIA."

TREE PROTECTION

(DENOTE TREE CENTERS)

TEMPORARY

SEDIMENT TRAP

(LABEL)

Sd4

Sd3

Sd2

Sd1

Dn2

Dn1

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Improving, constructing or stabilizing an open channel, existing stream, or ditch.

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

A travelway constructed as part of a construction plan including access roads, subdivision roads, parking areas, and other on-site vehicle transportation routes.

A temporary channel constructed to convey flow around a construction site while a permanent structure is being constructed.

An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

A flexible conduit of heavy-duty fabric or other material designed to safely conduct surface runoff down a slope.

This is temporary and inexpensive.

A paved chute, pipe, sectional conduit or similar material designed to safely conduct surface runoff down a slope.

Rock filled baskets which are hand placed into position forming soil stabilizing structures.

Permanent structures installed to protect channels or waterways where otherwise the slope would be sufficient for the running water to form gullies.

A storm flow outlet device constructed at zero grade across the slope whereby concentrated runoff may be discharged at a non-erosive velocity onto undisturbed areas stabilized by existing vegetation.

A temporary stone filter dam installed across drainageways or in conjunction with a temporary sediment trap.

A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design.

A device or structure placed in front of a permanent storm water detention pond outlet structure to severe as a temporary sediment filter.

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, or a silt fence

A temporary protective device formed at or around an inlet to a storm drain to trap sediment.

A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

A small temporary pond that drains a disturbed area so that sediment can settle out. The principle feature distinguishing a temporary sediment trap from a temporary sediment basin is the lack of a pipe or riser.

(Label)

A buoyant device that releases/drain water from the surface of sediment pond, traps, or basins at a controlled rate of flow.

FLOATING

SURFACE

SKIMMER

Spb

(Label)

SEEP BERMSpb

A linear control device constructed as a diversion perpendicular to the direction of the runoff to enhance dissipation and infiltration of runoff, while creating multiple sedimentation chambers with the employment of intermediate dikes.

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

A temporary bridge or culvert-type structure pro- tecting a stream or watercourse from damage by crossing construction equipment.

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

A rough soil surface with horizontal depressions on a contour of slopes left in a roughened condition after grading.

The practice of stripping off the more fertile top soil, storing it, then spreading it over the disturbed area after the completion of construction activities.

To protect desirable trees from injury during construction activity.

Paved or vegetative water outlets for diversions, terraces, berms, dikes or similar structures.

An undisturbed natural "green belt" separating the land-disturbed site from surrounding property and bordering streams. It serves to reduce water veloc- ity and remove some sediment. It is also at times a noise or "vision pollution" barrier.

Established temporary protection for disturbed areas where seedings may not have a suitable growing season to produce an erosion retarding cover.

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

Establishing permanent vegetative cover such as trees, shrubs, vines, grasses, sod, or legumes on disturbed areas.

A permanent vegetative cover using sods on highly erodible or critically eroded lands.

Controlling surface and air movement of dust on construction sites, roadways and similar sites.

The installation of a protective covering (blanket) or or soil stabilization mat on a prepared planting area of a steep slope, channel, or shoreline.

The land application of product containing anionic polyacrylamide (PAM) as temporary soil binding agents to reduce soil erosion.

The use of readily available plant materials to maintain and enhance streambanks, or to prevent, or restore and repair small streambank erosion problems.

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

Ds1

Ds2

Ds3

Ds4

Tac

FI-Co

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

EROSION CONTROL LEGEND

G A

W E

S T Z

O N

E G

N O

R T H

SITE

TOTAL SILT STORAGE PROVIDED: 95 CY.

71.7 CY ( 1,936 CF )

RE4UIRED STORAGE: 67 CY / AF. *0.93 =

DISTURBED AREA: 0.93 AF.

SILT STORAGE RE4UIREMENTS (ONSITE)

SILT STORAGE PROVIDED

AVAILABLE STORAGE (SG1-S): 95 CY.

STORAGE PER L.F. SILT FENCE INSTALLED

0.14 C.Y./L.F. * 682 L.F. = 95 C.Y.

9/6/24

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

O N

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C A

R E

S E

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E D

N Y

P O

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P E

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F R

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F A

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C O

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A N

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P R

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P R

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D A

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REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\CND00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

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2.2

N/A

1. THE EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST IS PROVIDED ON THIS SHEET.

2. LEVEL II CERTIFICATION, SIGNATURE, AND SEAL OF THE DESIGN PROFESSIONAL IS SHOWN ON ALL SHEETS.

3. THE LIMITS OF DISTURBANCE DO NOT EXCEED 50 ACRES.

4. 24-HOUR CONTACT: JUSTIN CONNOR. PHONE: (770) 946-4306

5. PRIMARY PERMITTEE INFORMATION IS PROVIDED ON SHEET 1.0.

6. TOTAL SITE AREA: 1.07 ACRES. TOTAL DISTURBED AREA: 0.93 ACRES.

7. CONSTRUCTION EXIT LOCATION IS PROVIDED ON SHEET 4.0.

8. INITIAL DATE OF AND REVISIONS MADE TO THE PLAN ARE SHOWN ON ALL SHEETS.

9. THE SITE IS CURRENTLY A CITY PARK. THE PROPOSED SITE CONDITION IS A CITY PARK WITH ADDED SIDEWALK AND IMPROVED AMENITITIES.

10. A VICINITY MAP IS PROVIDED ON SHEET 1.0.

11. THE PROJECT RECEIVING WATERS ARE BEAR CREEK, OF THE BEAR CREEK TRIBUTARY 8 WATERSHED.

12. "I CERTIFY UNDER PENALY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER

MY SUPERVISION."

ENGINEER SIGNATURE: DATE:

16. THERE ARE NO BUFFER ENCROACHMENTS ON THE PROPOSED SITE.

25. SPILL CONTROL PLAN: THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP.

· EMERGENCY CONTACT NUMBERS FOR SPILLS SHALL BE AVAILABLE ON-SITE

· CALL THE NATIONAL RESPONSE CENTER HOTLINE, 1-800-424-8802 FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS.

· MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE ON-SITE.

· MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE AVAILABLE ON-SITE.

· ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

· KEEP TRAINED STAFF IN SPILL RESPONSE ON CALL.

· THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS

SUBSTANCE.

· SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE LOCAL OR FEDERAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.

· THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

· THE FOLLOWING MATERIALS OR SUBSTANCES ARE ANTICIPATED TO BE PRESENT ON-SITE DURING CONSTRUCTION: CONCRETE AND ASPHALT' CRUSHER RUN BASE MATERIAL;

DETERGENTS; PAINTS (ENAMEL AND LATEX); METAL STUDS; CONCRETE; TAR; FERTILIZERS; PETROLEUM BASED PRODUCTS; CLEANING SOLVENTS; WOOD; MASONRY BLOCK.

· ALL PETROLEUM PRODUCTS SHALL BE STORED AND USED IN AN AREA THAT PROVIDES A SECONDARY CONTAINMENT FEATURE, AND SHALL BE LOCATED IN AN AREA WITH THE LEAST FORESEEABLE IMPACT IF A CATASTROPHIC EVENT SHOULD OCCUR. EMERGENCY CONTRACT NUMBERS AND PROCEDURES FOR SPILLS SHALL BE AVAILABLE ON-SITE.

· WASTE DISPOSAL: SOLID MATERIALS, INCLUDING BUILDING MATERIALS WILL BE DISPOSED OFF-SITE AND THEREFORE WILL NOT BE DISCHARGED TO WATERS OF THE STATE

FROM THE CONSTRUCTION SITE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

· ALL POTENTIAL POLLUTION SOURCES WILL BE IDENTIFIED, INCLUDING PETROLEUM PRODUCT STORAGE, CONCRETE HANDLING, HERBICIDES AND ANY OTHER POLLUTANTS WHICH HAVE THE POTENTIAL TO BE EXPOSED TO RAINFALL AND BE DISCHARGED IN THE STORM WATER RUNOFF. PRACTICES WILL BE IMPLEMENTED TO ENSURE THE REDUCTION

OF THESE POLLUTANTS IN STORM WATER DISCHARGES.

AutoCAD SHX Text 9/6/24

E E

P G

CENTRAL AVENUE - 30' R/W

CONCRETE RAMP

CONCRETE

COLLEGE STREET

CENTRAL AVENUE

86286

861 86

862 863

PAVERS

BENCH

PICKLEBALL

COURTS

TENNIS

COURTS

EXISTING

PLAYGROUND

EXISTING

SKATE PARK

BENCH

EXISTING

PAVILION

EXISTING

PLAYGROUND

EXISTING

PAVILION

EXISTING

PAVILION

EXISTING

RESTROOMS

EXISTING

GAZEBO

EXISTING

SPLASH

PAD

EXISTING

BASKETBALL COURT

BENCH

CONTRACTOR TO DEMO

±146 LF 4" HDPE PIPE

X X

X X X X X X X X X X X X X X X X

CONTRACTOR TO DEMO

±124 LF 24" HDPE PIPE

CONTRACTOR TO DEMO ±6,336

SF CONCRETE SIDEWALK

CONTRACTOR TO REMOVE

EXISTING CROSSWALK

STRIPING

CONTRACTOR TO DEMO

±10 LF 4" PVC PIPE

CONTRACTOR TO DEMO

±318 SF CONCRETE

CONTRACTOR TO DEMO

±146 LF 4" HDPE PIPE

CONTRACTOR TO ADJUST

EXISTING STRIPING TO

PROPOSED SIDEWALK

CONTRACTOR TO DEMO

AND REPLACE EXISTING

FENCE (TYP.)

CONTRACTOR TO DEMO

AND REPLACE EXISTING

FENCE (TYP.)

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

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C A

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P R

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P R

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REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 50' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\EXT00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

LCM

285.004

9/6/24

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3.0

M A

G N

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N O

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LEGEND

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

50 50 100

1/2" REBAR

COLLEGE STREET

CENTRAL AVENUE

WATER

VAULT

SS >

Sd2-F

Sd1-S

Ds4

ALL DISTURBED

AREAS

Ds1

Ds2

LIMITS OF DISTURBANCE

CONCRETE WASH OUT

6" HDPE

4" HDPE (2)

(A)(B)

CONSTRUCTION EXIT

33.389519°N 84.287272°W

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

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C A

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N Y

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F A

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E S

C O

N S

A N

E X

P R

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P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 50' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\ERO00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

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4.0

EROSION CONTROL NOTES

1. 24 HOUR CONTACT:

2. TOTAL SITE ACREAGE: ACRES / TOTAL DISTURBED ACREAGE: ACRES.

3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."

4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED."

5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

EXISTING SITE CONDITIONS:

THE SITE IS

PROPOSED SITE CONDITIONS:

RECEIVING WATERS:

A CITY PARK WITH ADDED SIDEWALK AND IMPROVED AMENITITIES

BEAR CREEK TRIBUTARY 8

A CITY PARK

0.931.07

PHONE: (770) 946-4306JUSTIN CONNOR

XXX XXX

LEGEND

EROSION CONTROL LEGEND

SILT FENCE

TREE PROTECTION

LIMITS OF DISTURBANCE

EROSION CONTROL SYMBOLS

(SEE SHEET 2.1 FOR LEGEND)

CHECK DAM (STRAW BALE)

INLET SEDIMENT TRAP

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

525136

M A

G N

E T

N O

R T H

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

20 10 20 40

E E

W W

P G

CENTRAL AVENUE - 30' R/W

EXISTING

BASKETBALL COURT

COLLEGE STREET

CENTRAL AVENUE

WATER

VAULT

PROPOSED RESTROOM

(MODEL DN-406; SEE DETAIL ON SHEET 11.1)

PROPOSED

BASKETBALL COURT

PICKLEBALL

COURTS

TENNIS

COURTS

EXISTING

BASKETBALL COURT

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

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T P

R W

P E

R M

F R

O M

F A

N D

E S

C O

N S

A N

E X

P R

E S

P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 20' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\STE00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

LCM

O V

E R

A L L S

P L A

N F O

R O

V E

M E

N T S

P H

L O

C A

T E

D I N

Y O

F H

A M

P T O

N G

E O

R G

L A

N D

L O

T H

T R

M C

B R

A Y

E R

P A

R K

5.0

DEVELOPMENT NOTES:

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND

DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT

BUILDING UTILITY ENTRANCE LOCATIONS.

2. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM

LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM

CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA

PARKING STALL OR ACCESS ISLE SHALL BE 2.00% (1:50). THE CONTRACTOR SHALL

REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO

PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE

FIELD VERSUS THE DESIGN GRADIENT.

GDOT TYPE D SKEWED ACCESSIBLE RAMP - (SEE DETAILS ON SHEET 10.0)

4" THICK 6' WIDE SIDEWALK (SEE DETAIL ON SHEET 10.0)

KEY NOTES:

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

LEGEND

R/W

M A

G N

E T

N O

R T H

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0 25 50 10050

P T

ASPHALT

EXISTING

BASKETBALL COURT

"PET WASTE"

"25 MPH"

"STOP"

"HANDICAP

PARKING"

MCBRAYER

MONUMENT

"PARK LAWS"

"SKATE PARK"

"STOP"

COLLEGE STREET

CENTRAL AVENUE

PROPOSED RESTROOM

(MODEL DN-406; SEE DETAIL ON SHEET 11.1)

PROPOSED

BASKETBALL COURT

BENCH

EXISTING

SKATE PARK

BENCH

EXISTING

PAVILION

EXISTING

GAZEBO

EXISTING

BASKETBALL COURT

BENCH

6.0

118'

99'

90'

62'

96'

EXISTING

BASKETBALL COURT

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

O N

S U

C A

R E

S E

R V

E D

N Y

P O

S S

E S

E P

R O

D U

O N

O R

E R

U S

E O

O C

U M

E N

T W

O U

T P

R W

P E

R M

F R

O M

F A

N D

E S

C O

N S

A N

E X

P R

E S

P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 20' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\STE00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

LCM

E P

L A

N F O

R O

V E

M E

N T S

P H

L O

C A

T E

D I N

Y O

F H

A M

P T O

N G

E O

R G

L A

N D

L O

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M C

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A Y

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P A

R K

5.1

DEVELOPMENT NOTES:

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND

DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT

BUILDING UTILITY ENTRANCE LOCATIONS.

2. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM

LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM

CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA

PARKING STALL OR ACCESS ISLE SHALL BE 2.00% (1:50). THE CONTRACTOR SHALL

REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO

PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE

FIELD VERSUS THE DESIGN GRADIENT.

GDOT TYPE D SKEWED ACCESSIBLE RAMP - (SEE DETAILS ON SHEET 10.0)

4" THICK 6' WIDE SIDEWALK (SEE DETAIL ON SHEET 10.0)

KEY NOTES:

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

LEGEND

R/W

M A

G N

E T

N O

R T H

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

20 10 20 40

PROPOSED 8' CROSSWALK

EXISTING BASKETBALL COURT TO BE

RESURFACED W/ POWER GAME+

SYSTEM FROM SPORT COURT (SEE

DETAIL ON SHEET 11.0) AFTER

CONCRETE OVERLAY. STRIPING

DETAIL ON SHEET 11.2 ALL COLORS

TO BE SELECTED BY THE CITY.

"PARK LAWS" SIGN TO BE RELOCATED

AS SHOWN

PROPOSED 8' HT 4' WIDE

CHAIN LINK GATE (BLACK

PVC COATED)

PROPOSED WALL

PROPOSED TERRACED RETAINING

WALLS (BY OTHERS)

EXISTING GOALS TO BE REPLACED WITH SIMILAR

NEW NETS, HOOPS, AND BACKBOARDS MOUNTED TO

W/ AMERICAN EAGLE BASKETBALL BACKSTOP WITH

72" OVERHANG (TYP.) (SEE DETAIL ON SHEET 11.2)

COLORS TO BE SELECTED BY THE CITY.

PROPOSED 10 FT

BLACK PVC COATED

FENCE (TYP.)

PROPOSED 10 FT

BLACK PVC COATED

FENCE (TYP.)

EXISTING BASKETBALL COURT TO BE OVERLAYED

WITH 4 INCHES OF REINFORCED CONCRETE.

OVERLAY TO EXTEND BEYOND THE EDGE OF THE

EXISTING SLAB TO SUPPORT THE NEW SLAB

EDGE. SLAB DESIGN BY OTHERS. FINISH SURFACE

PER SPORT COURT RECOMMENDATIONS.

PROPOSED CONCRETE BASKETBALL COURT

4" REINFORCED CONCRETE

SLAB DESIGN BY OTHERS

COAT WITH ACRYLIC ATHLETIC SURFACE

STRIPING DETAIL ON SHEET 11.2

COLORS TO BE SELECTED BY THE CITY

PROPOSED 8' HT 4' WIDE

CHAIN LINK GATE (BLACK

PVC COATED)

PROPOSED GOALS TO MATCH THOSE PURCHASED

TO REPLACE THE EXISTING COURT'S GOALS.

INCLUDE: NEW NETS, HOOPS, AND BACKBOARDS

MOUNTED TO W/ AMERICAN EAGLE BASKETBALL

BACKSTOP WITH 72" OVERHANG (TYP.) (SEE DETAIL

ON SHEET 11.2) COLORS TO BE SELECTED BY THE

CITY.

PICKLEBALL

COURTS

TENNIS

COURTS

EXISTING

PLAYGROUND

EXISTING

PAVILION

EXISTING

PLAYGROUND

EXISTING

PAVILION

EXISTING

PAVILION

EXISTING

RESTROOMS

EXISTING

SPLASH PAD

PICKLEBALL

COURTS

TENNIS

COURTS

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

O N

S U

C A

R E

S E

R V

E D

N Y

P O

S S

E S

E P

R O

D U

O N

O R

E R

U S

E O

O C

U M

E N

T W

O U

T P

R W

P E

R M

F R

O M

F A

N D

E S

C O

N S

A N

E X

P R

E S

P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 20' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\STE00.dwg, JJones, Sat, Sep 14, 2024 - 8:25am

9/6/24

285.004

XXX

E P

L A

N F O

R O

V E

M E

N T S

P H

L O

C A

T E

D I N

Y O

F H

A M

P T O

N G

E O

R G

L A

N D

L O

T H

T R

M C

B R

A Y

E R

P A

R K

5.2

DEVELOPMENT NOTES:

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND

DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT

BUILDING UTILITY ENTRANCE LOCATIONS.

2. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM

LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM

CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA

PARKING STALL OR ACCESS ISLE SHALL BE 2.00% (1:50). THE CONTRACTOR SHALL

REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO

PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE

FIELD VERSUS THE DESIGN GRADIENT.

GDOT TYPE D SKEWED ACCESSIBLE RAMP - (SEE DETAILS ON SHEET 10.0)

4" THICK 6' WIDE SIDEWALK (SEE DETAIL ON SHEET 10.0)

KEY NOTES:

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

LEGEND

R/W

M A

G N

E T

N O

R T H

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

20 10 20 40

EXISTING TENNIS COURT TO BE RESURFACED W/ ACRYTECH

ACRYLIC LATEX SURFACE (SEE DETAIL ON SHEET 11.2)

COLORS TO BE SELECTED BY THE CITY

CONTRACTOR TO REPLACE

EXISTING NET FOR ALL

PICKLEBALL AND TENNIS

COURTS (TYP.)

EXISTING PICKLEBALL COURT TO BE RESURFACED W/ ACRYTECH

OFFICIAL PPA PICKLEBALL SURFACE (SEE DETAIL ON SHEET 11.2)

COLORS TO BE SELECTED BY THE CITY

PROPOSED 8' HT 4' WIDE

WALK GATE (TYP.)

CONTRACTOR TO REPLACE

EXISTING NET FOR ALL

PICKLEBALL AND TENNIS

COURTS (TYP.)

PROPOSED 10 FT

BLACK PVC COATED

FENCE (TYP.)

PROPOSED 10 FT

BLACK PVC COATED

FENCE (TYP.)

PROPOSED 8' HT 4' WIDE

WALK GATE (TYP.)

E E

P G

18" CM

1/2" REBAR

2" OPEN

TOP PIPE

24" HDPE

6" HDPE

4" HDPE (2)

(A)(B)

4" PVC

12" RCP

18" CMP

18" C

TOP=869.37

IN=864.88

OUT=864.69

TOP=867.78

IN=863.20

OUT=863.26

NEGATIVE

FLOW

24" HDPE

18" RCP

TOP=866.62

IN=864.84

OUT=861.12

24" HDPE

4" HDPE (2) (A)(B)

TOP=858.67

IN(N)=854.66

IN(E)=855.12

IN(SE)(A)=854.24

IN(SE)(B)=854.37

OUT=853.32

NO END

FOUND

EXISTING

BASKETBALL COURT

COLLEGE STREET

CENTRAL AVENUE

TOP=861.79

IN=855.94

OUT=855.99

IN PIPE .05 BELOW

BOX

STM

EX. A-4.2

TOP=856.89

IN(NE)=852.45

IN(SE)(A)=853.78

IN(SE)(B)=853.78

OUT=852.29

STM

EX. A-1

STM

A-2

STM

EX. A-3

STM

A-4

STM

A-5

STM

A-5.1

STM

A-6

STM

A-7

STM

A-4.1

PROPOSED RESTROOM

(MODEL DN-406; SEE DETAIL ON SHEET 11.1)

866.46

866.40

866.37

864.25

864.24

861.42

861.36

861.01

860.90

860.68

859.74

859.44

858.72

858.68

PROPOSED

BASKETBALL COURT

866.30

FFE: 858.50

PROPOSED

BASKETBALL COURT

FFE: 866.46

866.50

866.50 864.19

864.14

862.59

861.08

864.07

860.15

861.07

866.00

865.49

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

O N

S U

C A

R E

S E

R V

E D

N Y

P O

S S

E S

E P

R O

D U

O N

O R

E R

U S

E O

O C

U M

E N

T W

O U

T P

R W

P E

R M

F R

O M

F A

N D

E S

C O

N S

A N

E X

P R

E S

P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656 www.fdc-llc.com

NEWNAN OFFICE

40 GREENWAY CT., STE A

NEWNAN, GEORGIA 30265

Ph. (770) 755-7978

CUMMING OFFICE

500 PIRKLE FERRY RD., STE C

CUMMING, GEORGIA 30040

Ph. (678) 807-7100

LANDSCAPE

ARCHITECT

LAND

PLANNING

CIVIL

ENGINEERING

COA NO. PER 004790

CONSTRUCTION

MANAGEMENT

FALCON DESIGN

CONSULTANTS

LAND

SURVEYING

COA NO. LSF 000995

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

No. 043430

PROFESSIONAL

J A

N G I N E

REGISTEREDG E O R G I A

GSWCC# 0000076000

) 2

-7

O U

G H

O U

T G

O R

R O

N C

Kn ow w ha t's be low be for e y ou di g.

Ca ll

1" = 50' p:\Projects\city of hampton\285.004 mcbrayer park (to no. 2020-100.13)\engineering\DWG\GND00.dwg, JJones, Sat, Sep 14, 2024 - 8:26am

9/6/24

285.004

LCM

G R

A D

A N

D D

R A

G E

P L A

N F O

R O

V E

M E

N T S

P H

L O

C A

T E

D I N

Y O

F H

A M

P T O

N G

E O

R G

L A

N D

L O

T H

T R

M C

B R

A Y

E R

P A

R K

6.0

M A

G N

E T

N O

R T H

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

20 10 20 40

XXX XXX

LEGEND

EROSION CONTROL LEGEND

SILT FENCE

TREE PROTECTION

LIMITS OF DISTURBANCE

EROSION CONTROL SYMBOLS

(SEE SHEET 2.1 FOR LEGEND)

CHECK DAM (STRAW BALE)

INLET SEDIMENT TRAP

FIRE HYDRANT

WATER VALVE

WATER METER

WEIR INLET

JUNCTION BOX

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

STORM PIPE

SEWER PIPE

WATER MAIN

CONTOUR (MAJOR)

CONTOUR (MINOR)

DRAINAGE BASIN LINE

PROPOSED EXISTING

RIGHT-OF-WAY

BOUNDARY LINE

PROPERTY LINE

CURB & GUTTER

EASEMENT

BUILDING

SIDEWALK

FENCE

R/W

CONTRACTOR TO ADJUST STRUCTURE

TOP TO PROPOSED GRADE

CONTRACTOR TO ADJUST STRUCTURE

TOP TO PROPOSED GRADE

PROPOSED SPECTATOR SEATING W/

THREE 1.5' TALL BENCHES (BY OTHERS)

E E E

X X

862 864

W W

10+00 11+00

13+0013+05

X X

XXXX

X X

X X X X

X X

XXXXX

X X

X X X X X

866.50

864.19

864.14

862.59

861.08

864.07

860.15

861.07 866.00

865.49

TOP OF WALL

10+00 11+00 12+00 13+0013+05

EXISTING GROUND

TOP OF WALL

ELEV: 866.91

BOTTOM OF WALL

ELEV: 859.69

PROPOSED GRADE

WALL CROSS SECTION B

10+00 10+23

FACE OF WALL

TOP OF WALL

BOTTOM OF WALL

TOP OF WALL

FACE OF WALL

BOTTOM OF WALL

861.09

862.58

862.64 864.14

864.19

866.50

WALL CROSS SECTION A

10+0010+06

FACE OF WALL

TOP OF WALL

BOTTOM OF WALL

864.19

860.94

WALL CROSS SECTION C

10+0010+06

TOP OF WALL

FACE OF WALL

BOTTOM OF WALL

866.00

864.32

R E

SHEET NUMBER

DATE:

SCALE:

PROJ NUMBER:

DRAWN BY:

O N

D E

N C

O N

S U

C A

R E

S E

R V

E D

N Y

P O

S S

E S

E P

R O

D U

O N

O R

E R

U S

E O

O C

U M

E N

T W

O U

T P

R W

P E

R M

F R

O M

F A

N D

E S

C O

N S

A N

E X

P R

E S

P R

O H

E D

D A

T E

REVIEWED BY:

REVISED BY:

STOCKBRIDGE OFFICE

235 CORP. CTR. DR., STE 200

STOCKBRIDGE, GEORGIA 30281

Ph (770)389-8666 - Fax (770)389-8656…

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

File details come from the government source that posted it. Updated May 1, 2026.