01920041_Final_BidSet_Plans_12_17_2024.pdf

PROJECT DESCRIPTIONPROJECT INFORMATION

PROJECT TITLE LOCATION MAP

CODESFACILITY INFORMATION

LIST OF DRAWINGS

FACILITY DESCRIPTION:

• THIS IS EXISTING FACILITY CONSISTING OF MULTIPLE BUILDINGS.

SCOPE OF WORK DESCRIPTION:

WORK IN THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO:

• CONSTRUCTION OF A NEW CONCESSIONS, DUGOUTS, AND BASEBALL FIELD

• CONSTRUCTION OF NEW ROOFING.

CONSTRUCTION DELIVERY METHOD: DESIGN-COMPETITIVE SEALED PROPOSAL-BID

PHASING:

• PROJECT CONSISTS OF SINGLE BID PACKAGE.

• WORK SHALL BE CONDUCTED IN SINGLE PHASE.

LIST OF CONTACTS

FOR:

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-0206

PROJECT FUNDING : FY 2024 / LOCAL

SQUARE FOOTAGE: 6,400 S.F.

BLDG "A"...............................................................740 S.F.

BLDG "B" ..............................................................360 S.F.

BLDG "B" ..............................................................360 S.F.

NEW ADDITION BUILDING CODE CLASSIFICATIONS:

TYPE OF OCCUPANCY : .........................................................ASSEMBLY TYPE OF CONSTRUCTION: ....................................................IBC-IIB NFPA-II (000) BUILDING PROTECTION: ........................................................NOT SPRINKLERED

TOTAL OCCUPANT LOAD:

ELECTRICAL GENERAL

DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

STRUCTURAL:

American Institute of Steel Construction, AISC 15 Edition

(ANSI/AISC 360-16)

American Concrete Institute, ACI 318-14 Steel Joist Institute, SJI 100-15 Building Code Requirement for Concrete Masonry Structures, TMS 402/602-16 ASCE 7-16 Minimum Design Loads for Buildings & Other Structures

FIRE PROTECTION SYSTEM:

PLUMBING:

GENERAL:

MECHANICAL GENERAL:

Underwriters' Laboratories, Inc., Approved Materials List.

Materials and apparatus of a type that have been tested and listed by UL shall be manufactured under their reinspection service and bear the UL label.

All local prevailing city and county codes.

Georgia Laws and Rules "Regulating Boilers and Pressure Vessels" by Georgia Department of Labor, Safety

HEATING, VENTILATION, & AIR CONDITIONING:

Fire Protection Equipment List Published by Underwriters Laboratories.

NFPA-24 Installation of Private Fire Service Mains and the Appurtences, 2019 Edition.

NFPA-13 Installation of Sprinkler Systems, 2019 Edition.

International Plumbing Code, 2018 Edition with Georgia Amendments.

International Fuel Gas Code, 2018 Edition with Georgia Amendments.

L. P. Gas Code - GA 120-3-16 Rules and Reg. for LP Gases

International Mechanical Code, 2018 Edition.

Air Conditioning and Ventilating Systems- NFPA Standard 90A, 2018 edition.

HVAC Duct Construction Standards Metal and Flexible, 4th. Edition 2006, Published by SMACNA.

Fire, Smoke and Radiation Damper Installation Guide, 5th. Edition 2002, Published by SMACNA.

Vapor Removal from Cooking Equipment - NFPA Standard 96, 2017 Edition.

NFPA 70 (National Electrical Code), 2020 Edition NFPA 72, (National Fire Alarm Code) 2019 Edition, with Georgia Amendments.

NFPA 37, (Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines) NFPA 780, 2020 Edition (Lightning Protection Code) NFPA 90A, (Air Conditioning and Ventilating Systems) NFPA 110, 2019 Edition (Standard for Emergency and Standby Power Systems) NFPA 30, (Flammable and Combustible Liquids Code) All local prevailing city and county codes.

International Building, Code 2018 Edition with Georgia Amendments.

International Fire Code, 2018 Edition with Georgia Amendments.

International Energy Conservation Code, 2015 Edition with Georgia Amendments.

National Fire Protection Association Publication Number 101 (Life Safety Code), 2018 Edition.

National Fire Protection Association NFPA 13.

National Fire Protection Association NFPA 24.

National Fire Protection Association NFPA 70, 2020 Edition National Fire Protection Association NFPA 72, 2019 Ed.

State of Georgia "Rules of Safety Fire Commissionery Chapter 120-3-3".

State of Georgia Department of Education "Regulations and Procedures".

2010 ADA Standards For Accessibe Design (120.3-20A).

ANSI A117.1 Providing accessibility and usability for physically handicapped people.

Local and State Codes or Regulations.

(most recent edition, unless noted):

CODES

WARNING:

Contractors, subcontractors, vendors and suppliers are advised that the Contract Documents consist of Drawings, Specifications, Addenda, Post-Bid Addenda and Change Orders that have been printed, bound and numbered by the Architect. Any documents reproduced by parties other than the Architect, whether hard copy or electronic format, shall not be considered part of the Contract Documents and do not supercede the provisions of the Contract Documents. Contractors, subcontractors, vendors and suppliers are solely responsible for verifying that information used for bidding, development of shop drawings and construction of the facility are identical to the Architect's Contract Documents.

SA&E PROJECT NUMBER: 01-920-041

BID PACKAGE: BP#1

ISSUED FOR CONSTRUCTION: 12-17-2024

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED. THIS

DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL NOT

BE COPIED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESSED

WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

LIST OF KEYNOTES

31 10 00 Site Clearing Earth Moving Subgrade Drainage Course Athletic Surfacing & Paving (Polyurethane) Athletic Surfacing & Paving (Latex)

Concrete Paving Tennis Court Paving & Surfacing Unit Pavers Chain Link Fences & Gates Segmental Retaining Walls Storm Utility Drainage Piping Subdrainage Drainage Pipe & Fittings Drainage Fill Cast-In-Place Concrete Concrete Steel Reinforcement Welded Wire Fabric Vapor Barrier Bond-Breaker Strips

31 20 00

32 18 23 32 18 25 32 12 16 32 13 13 32 13 13 32 14 00 32 31 13 32 32 23 33 41 00 33 46 00

03 30 00

A B

A B

A B C D E

Asphalt Paving

Polished Concrete Finishing03 35 43 Plant Precast Structural Concrete Precast Architectural Concrete Cementitious Wood-Fiber Decks Lightweight Insulating Concrete Unit Masonry Face Brick Concrete Block Mortar & Grout Masonry Joint Reinforcement Ties & Anchors Embedded Flashing Masonry Weeps Cavity Drainage Material Glass Unit Masonry Cast Stone Masonry

03 41 00 03 45 00 03 51 13 03 52 16 04 20 00

04 23 00 04 72 00

A B C D E F G H

Cast Stone Masonry Structural Steel Framing Steel Joist Framing Steel Deck Cold-Formed Metal Framing

04 72 00 05 12 00 05 21 00 05 31 00 05 40 00

Metal Fabrications Steel Ladder Ladder Safety Cage Steel Ship's Ladder Loose Bearing & Leveling Plates Loose Steel Lintels Shelf Angles Strut System Channel Framing Miscellaneous Steel Framing Loading Dock Edge Angle Metal Floor Plate & Support Frame Pipe Bollard Cast Nosing, Treads & Threshold Student Toilet Tissue Dispenser Metal Stairs Stair Framing Metal Risers Metal Subtreads Pipe & Tube Railing Fabricated Metal Spiral Stairs Miscellaneous Rough Carpentry Wood Nailers & Blocking

05 50 00

05 51 00

05 52 13 05 71 13 06 10 53

A B C D E F G H J K L M N

A B C

A Wood Patio Decking06 15 33 Sheathing Plywood Sheathing Oriented Strand Board Sheathing Glass-Mat Gypsum Sheathing Cementitious Tile Backer Units Composite Nail Base Insulated Sheathing Exterior Finish Carpentry Interior Finish Carpentry Wood Veneer Faced Cabinets Cabinet Materials Solid Hardwood Lumber Particleboard Softwood Exterior Grade Plywood Hardwood Plywood High-Pressure Laminate Solid-Surfacing Material Hardware & Accessories Knobs & Pulls Drawer & Door Locks Shelf Standards & Supports Plastic Laminate Faced Cabinets

Plastic Paneling

06 16 00

06 20 13 06 20 23 06 41 13

06 41 16

06 64 00

A B C D E

A

B

Solid Hardwood Lumber Particleboard Softwood Exterior Grade Plywood Hardwood Plywood High-Pressure Laminate Solid-Surfacing Material Hardware & Accessories Knobs & Pulls Drawer & Door Locks

A

B

Shelf Standards & Supports3

Exterior Architectural Fiberglass06 82 00 Bituminous Dampproofing Sheet Waterproofing Vertical Surface Horizontal Surface

07 11 13 07 13 26

A B

PMMA Waterproofing and Traffic Coating07 14 16 Traffic Coatings Thermal Insulation Extruded Polystyrene Board Foil-faced Polyisocyanurate Board Unfaced Glass-Fiber Blankets Kraft Faced Glass-Fiber Blankets Sound Attenuation Blankets Mineral Wool Blankets Spray Polyurethane Foam Self-Adhering Sheet Air Barrier

07 18 00 07 21 00

A B C D E F G H

07 24 13 Polymer Based EIFS 07 24 19 Water Drainage EIFS 07 25 00 Weather Barriers 07 31 13 Asphalt Shingles

Standing Seam Metal Roof Roof Panels Flashing & Trim Ridge & Rake Cap Gutter Downspout Roof Curb Extruded Polystyrene Board Insulation Underlayment Material

07 41 13 A B C D E F G H

Formed Metal Wall Panels07 42 13 13 Insulated Metal Wall Panels07 42 13 19 Metal Composite Material Wall Panels07 42 13 23 Metal Soffit Panels Fiber-Cement Siding

07 42 17 07 46 46

Fiber-Cement Siding Panels07 46 46

Cabinet Materials

SBS Modified Bituminous Membrane Roofing Modified Bituminous Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane Walkway Pads

07 52 16 A B C D E F

Adhered EPDM Roofing EPDM Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane Walkway Pads

07 53 23 A B C D E F

Polyvinyl-Chloride (PVC) Roofing07 54 19 Polyvinyl-Chloride (PVC) Recover-Retrofit07 54 21

Walkway Pads Sheet Metal Flashing & Trim Base Flashing Roof Penetration Flashing Cavity Wall & Rain Screen Wall Flashing Equipment Support Flashing Safety Pans Underlayment Material Roof Specialties - Coated Steel Copings Roof Edge Flashings Gutters Downspouts Scuppers Conductor Heads Reglets Counterflashing Underlayment Material Manufactured Roof Expansion Joints Bellows-Type Roof Expansion Joint Aluminum Roof Expansion Joints

07 62 00

07 71 00

07 71 29

A B C D E F

A B C D E F G H J

A B

TPO Roofing TPO Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane

07 54 23 A B C D E F

07 72 00 Roof Accessories Roof Curb Equipment Support Roof Hutch Pre-Formed Flashing Sleeve Fall Protection Safety Rail System Applied Fireproofing Penetration Firestopping Fire Resistive Joint System Joint Sealants Expansion Control Pedestrian Traffic Joints Wall Joints Ceiling Joints

07 81 00 07 84 13 07 84 46 07 92 00 07 95 00

A B C D E

A B C

Hollow Metal08 11 13 Flush Wood Doors08 14 16 Access Doors And Frames08 31 13 Solid FRP Doors And Frames08 32 10 .13 Hybrid FRP Doors08 32 10 Sliding Aluminum-Framed Glass Doors08 32 13 Folding Aluminum-Framed Glass Doors08 32 17 Coiling Counter Doors08 33 13 Overhead Coiling Doors08 33 23 Overhead Coiling Grilles08 33 26

Electrically Operated Sectional Doors08 36 13 Alum Entrances and Storefronts08 41 13 All Glass Entrances08 42 26 Alum Curtain Wall08 44 13 Polycarbonate Panels08 45 13 Fiberglass Sandwich Panel Assemblies08 45 23

Sound Control Door Assemblies08 34 73

Aluminum Windows08 51 13 Steel Windows08 51 23 Wood Windows08 52 00 Door Hardware08 71 00 Glazing08 80 00 Plastic Glazing08 84 00 Louvers And Vents08 90 00 Shaft Wall Assemblies09 21 16 .23 Non-Structural Metal Framing09 22 16

Gypsum Board09 29 00

Ceramic Tile09 30 13 Acoustical Panel Ceilings09 51 13 Cork Flooring09 62 29 Wood Athletic Flooring09 64 66 Resilient Base And Accessories09 65 13 Resilient Sheet Flooring09 65 16 Resilient Tile Flooring09 65 19 Linoleum Flooring09 65 43 Resilient Athletic Flooring09 65 66 Portland Cement Terrazzo Flooring09 66 13 Restoration of Portland Cement Terrazzo Flooring09 66 14 Precast Portland Cement Terrazzo Stairs09 66 23 Resinous Matrix Terrazzo Flooring09 66 23

.16

Resinous Flooring09 67 23 Tile Carpeting09 68 13 Sheet Carpeting09 68 16 Wall Covering09 72 00 Fabric Wrapped Panels09 77 23 Sound Absorptive Ceiling Canopies09 84 72 Exterior Painting09 91 13 Exterior Re-Painting09 91 14 Interior Painting09 91 23 Interior Re-Painting09 91 24 Visual Display Units10 11 00

Plaques10 14 16 Dimensional Letter Signage10 14 19 Panel Signage10 14 23 Message Boards10 14 26 Plastic-Laminate-Clad Toilet Compartments10 21 13 .16

10 21 13 .17 Phenolic-Core Toilet Compartments 10 21 13 .19 Plastic Toilet Compartments

Steel Studs & Runners Channel Bridging Furring Channel Ceiling & Soffit Framing

A B C D

A B C

Interior Gypsum Board Exterior Gypsum Board Ceiling & Soffit Framing

A B C

Porcelain Enamel Markerboards Vinyl Fabric Faced Cork Tackboards Tackable Display Rails

10 21 13 .24 FRP Toilet Compartments 10 21 23 Cubicles 10 22 33 Accordion Folding Partitions 10 22 39 Folding Panel Partitions 10 28 00 Toilet And Bath Accessories

10 44 16 Fire Extinguishers And Cabinets

A B C

Paper Towel Dispenser Soap Dispenser Framed Mirrors

D E F G H J K L M N

Toilet Tissue Dispenser Grab Bars Shower Rod Shower Curtain And Hooks Towel Bar Soap Dish Handicapped Shower And Tub Seat Mop And Broom Holder Electric Hand Dryer Surface Mounted Sanitary Napkin Disposal

A B

Portable Fire Extinguishers Fire Extinguishers Cabinet Semi - Recessed

2 Surface Mounted 10 51 13 Lockers

A B C

Corridor Lockers Kitchen Lockers P.E. Lockers

D E

Athletic Lockers Locker Room Benches

10 56 13 Metal Storage Shelving A B

Post And Shelf Storage Units Prefabricated Coat Rack

10 56 26 Mobile Storage Shelving 10 73 10 Walkway And Canopy Covers

10 73 43 Fabricated Shelters 10 75 16 Ground-Set Flagpoles

10 73 13 Fabric Awnings

10 83 16 Banners 11 12 00 Parking Control Equipment 11 13 13 Loading Dock Bumpers 11 31 00 Residential Appliances 11 31 13 Commercial Appliances 11 40 00 Foodservice Equipment 11 51 23 Library Stack Systems 11 52 13 Projection Screens 11 52 23 Motorized Projector Lifts 11 53 13 Laboratory Fume Hoods 11 61 43 Stage Curtains 11 61 23 Folding And Portable Stages 11 61 43 Stage Curtains 11 61 73 Theater Rigging Systems 11 66 13 Artroom Equipment 11 66 23 Athletic Equipment

11 66 40 Athletic Scoreboards 12 21 13 Horizontal Louver Blinds

A B C

Basketball Equipment Volleyball Equipment Safety Pads

D Divider Curtain

12 21 16 Vertical Louver Blinds 12 24 13 Roller Window Shades 12 32 00 Wood Library Casework 12 32 13 Display Casework 12 35 53 Plastic Laminate Clad Laboratory Casework 12 35 53 Wood Laboratory Casework 12 48 13 Entrance Mats And Frames 12 48 16 Entrance Floor Grilles

.16

.19

12 61 00 Fixed Audience Seating 12 66 00 Telescoping Stands 12 76 00 Grandstands 13 34 12 Greenhouses 13 34 19 Metal Building Systems

A B C

Primary Framing End Wall Framing Secondary Framing

D E

F G H J

K L M

Canopy Framing Roof Panels

Wall Panels Wall Liner Panels Soffit Panels Accessories

Vinyl Faced Glass-Fiber Blanket Insulation Extruded Polystyrene Board Insulation Underlayment Material

Purlins Girts Eave Struts

Thermal Spacer Block Backing Plate

Flashing And Trim Ridge And Rake Cap Gutter Downspout Roof Curb Closures Pipe Flashing Cont. Eave Vent

13 34 21 Metal Over Metal Retrofit Roof Systems 14 21 00 Electric Traction Elevators 14 24 00 Hydraulic Elevators 14 26 00 Limited Use - Limited Application Elevators 14 42 00 Wheelchair Lifts

Architect of Record:

Gregory J. Schillinger, A.I.A.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: gschillinger@southernae.com

Structural Engineer of Record:

Michael Eidson, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: meidson@southernae.com

Landscape Architect of Record:

Patrick Hallahan Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: phallahan@southernae.com

Mechanical Engineer of Record:

Laban Busieney, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: lbusieney@southernae.com

Owner's Representative:

Chris Wallace, Director of Facilities Walker County Schools 298 Culberson Ave., LaFayette, GA 30728 phone: 706-639-0168 email: chriswallace@walkerschools.org

Electrical Engineer of Record:

Frank Campo, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: fcampo@southernae.com

DRAWING NUMBERSHEET NAME

NOTE: THIS IS MASTER KEYNOTE LIST. THE LISTED ITEMS MAY OR MAY NOT BE INCLUDED IN THE SCOPE OF WORK FOR THIS PROJECT

Pipe FlashingJ

G001COVER SHEET

SHEET NUMBER SHEET NAME

GENERAL

G001 COVER SHEET

CIVIL

C000 COVER SHEET

C101 EXISTING CONDITIONS/SURVEY PLAN

C102 DEMOLITION PLAN

C103 STAKING PLAN

C104 GRADING PLAN

C105 STORM DRAINAGE PLAN

C106 SEPTIC PLAN

C107 SEPTIC DETAILS

C201 EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN CHECK LIST I

C202 EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN CHECK LIST II

C203 NPDES/PRE DEVELOPED DRAINAGE BASIN (SHEET 1)

C204 NPDES/POST DEVELOPED DRAINAGE BASIN (SHEET 2)

C205 NOTICE OF INTENT FORMS

C206 (INITIAL) PHASE I EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C207 (INTERMEDIATE) PHASE II EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C208 (FINAL) PHASE III EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C301 STORM DRAINAGE PROFILES

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C504 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

C505 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

C506 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

ARCHITECTURAL

A101 OVERALL FLOOR PLAN

A301 BUILDING SECTIONS AND ELEVATIONS

A302 WALL SECTIONS

A501 DETAILS

A601 SCHEDULES

A701 DETAILS - TYPICAL SMOKE & FIRE RATED PARTITIONS & BARRIERS

STRUCTURAL

S001 GENERAL NOTES & LEGENDS

S101 FOUNDATION PLAN

S102 STRUCTURAL FRAMING PLAN

S103 RETAINING WALL PLAN & DETAILS

S301 STRUCTURAL SECTION DETAILS

S601 COMPONENTS & CLADDING WIND PRESSURES

UTILITY

U101 SITE UTILITY RENOVATION PLAN

U501 SITE UTILITY DETAILS

U502 SITE UTILITY DETAILS

PLUMBING

P101 PLUMBING GENERAL NOTES AND FLOOR PLAN

P501 PLUMBING DETAILS

MECHANICAL

M101 MECHANICAL LEGEND, MECHANICAL PLAN, DETAILS AND SCHEDULES

ELECTRICAL

E001 ELECTRICAL LEGENDS

E002 LIGHTING FIXTURE & MECHANICAL EQUIPMENT CONNECTION SCHEDULE

E003 ELECTRICAL SITE PLAN

E101 CONCESSIONS & DUGOUT BUILDINGS ELECTRICAL PLANS

SITEWORK PLANS FOR:

NEW FIELD AND CONCESSIONS FOR:

ROSSVILLE MIDDLE SCHOOL

FOR:

WALKER COUNTY SCHOOLS

301 NORTH CHEROKEE STREET

JOB #:

DATE:

01-920-041 12-17-2024

CERTIFIED PERSON:

PATRICK HALLAHAN

LEVEL II CERTIFIED

DESIGN PROFESSIONAL

CERTIFICATION #:

0000066587

ISSUED: 07/06/2021

EXPIRES: 07/06/2027

WETLANDS STATEMENT:

-THERE ARE NO WETLAND AREAS

LOCATED ON THIS SITE.

-NO WORK PROPOSED BY THIS PROJECT

WILL IMPACT OR OCCUR WITHIN ANY

JURISDICTIONAL WETLANDS.

FLOODPLAIN STATEMENT:

AS PER FEMA FIRM NUMBER

13295 C 0029 D DATED SEPTEMBER 5, 2007

THIS PROJECT IS NOT LOCATED IN

THE 100-YEAR FLOODPLAIN.

NO WORK PROPOSED BY THIS PROJECT

WILL IMPACT OR OCCUR WITHIN THE

100-YEAR FLOOD PLAIN.

OWNER:

WALKER COUNTY SCHOOLS

301 N. CHEROKEE STREET,

LAFAYETTE, GA 30728

706-638-1240 (phone)

GPS LOCATION:

34.947766 N Latitude

-85.317263 W Longitude

(CONSTRUCTION

ENTRANCE)

SITE ADDRESS:

2478 HAPPY VALLEY ROAD,

ROSSVILLE, GA 30741

24-HOUR CONTACT:

JOSH GUTHRIE

WALKER COUNTY SCHOOLS

301 NORTH CHEROKEE ST

LAFAYETTE, GA 30728

423-240-7051 cell

STATE WATERS STATEMENT:

THERE ARE NO STATE WATERS LOCATED

ON, OR WITHIN 200-FT OF THIS PROJECT.

NO WORK PROPOSED BY THIS PROJECT

WILL IMPACT ANY STATEWATER OR

OCCUR WITHIN ANY STATEWATER

BUFFER.

SOILS INFORMATION:

UdC - Udorthents, 0 to 12% slopes CuD - Cunningham silt loam, 10 to 15% slopes CuC - Cunningham silt loam, 6 to 10% slopes

SOILS DELINEATION:

SEE SHEET C101 FOR DELINEATION.

WARNING: Contractors, subcontractors, vendors and suppliers are advised that the Contract Documents consist of Drawings, Specifications, Addenda, Post-Bid Addenda and Change Orders that have been printed, bound and numbered by the Architect. Any documents reproduced by parties other than the Architect, whether hard copy or electronic format, shall not be considered part of the Contract Documents and do not supercede the provisions of the Contract Documents. Contractors, subcontractors, vendors and suppliers are solely responsible for verifying that information used for bidding, development of shop drawings and construction of the facility are identical to the Architect's Contract Documents.

LOCATION MAP - NO SCALE

C000 COVER SHEET

C101 EXISTING CONDITIONS/SURVEY PLAN

C102 DEMOLITION PLAN

C103 STAKING PLAN

C104 GRADING PLAN

C105 STORM DRAINAGE PLAN

C106 SEPTIC PLAN

C107 SEPTIC DETAILS

C201 EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST I

C202 EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST II

C203 NPDES/PRE DEVELOPED DRAINAGE BASIN (SHEET 1)

C204 NPDES/POST DEVELOPED DRAINAGE BASIN (SHEET 2)

C205 NOTICE OF INTENT FORMS

C206 (INITIAL) PHASE I EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

C207 (INTERMEDIATE) PHASE II EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

C208 (FINAL) PHASE III EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

C301 STORM DRAINAGE PROFILES

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C504 EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

C505 EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

C506 EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

LIST OF DRAWINGS

SEDIMENT CONTROL NOTES:

1. "I UNDERSTAND THAT AS THE PLAN PREPARER, RETAINED BY THE PRIMARY PERMITTEE, I MUST VISIT THE SITE TO INSPECT THE

INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPs WITHIN SEVEN (7) DAYS AFTER

INSTALLATION.

SIGNATURE OF

PLAN PREPARER: DATE:

"WHEN THE SITE IS STABILIZED AND AT THE DIRECTION OF THE LOCAL ISSUING AUTHORITY, THE DEVELOPER IS TO

REMOVE THE SEDIMENT BASINS AND STABILIZE THE DISTURBED AREAS."

2. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND-DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES AND THE INSPECTIONS AND REPAIRS WILL BE MADE BY:

NAME: ADDRESS:

PHONE (24 HR.):

IF FULL IMPLEMENTATION OF THE APPROVED PLANS DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE."

PATRICK HALLAHAN

SITE DATA:

TOTAL PROPERTY ACRES:

ACRES DISTURBED:

LAND LOT:

DISTRICT:

CURRENT SITE USE:

PROPOSED SITE USE:

SURROUNDING LAND USE:

COPYRIGHT BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

2024C

DATE REVISION # DESCRIPTION

COVER SHEET

DRAWING NUMBER

R O

SS

VI

LL

E

M

ID

D

LE

S C

H O

O L

C O

M

BO

F

IE

LD

-9

-0

7951 Troon Circle Austell, Ga 30168

(770) 819-7777 a r c h i t e c t s & e n g i n e e r s

= ADDENDUM= CHANGE ORDER

DRAWING REVISIONS

C000

LAFAYETTE, GEORGIA 30728

AS-BUILT SURVEY REQUIREMENTS:

PROVIDE THE FOLLOWING RECORD DRAWINGS IN dwg FORMAT:

1. AS-BUILT EROSION CONTROL SURVEY: ON COMPLETION OF ALL DETENTION PONDS, ENGAGE A PROFESSIONAL LAND SURVEYOR

TO PROVIDE A GROUND-RUN AS-BUILT SURVEY.

2. FINAL AS-BUILT SURVEY: ON COMPLETION OF PROJECT, ENGAGE A PROFESSIONAL LAND SURVEYOR TO PROVIDE A GROUND-RUN

AS BUILT SURVEY

************* SEE SPECIFICATION SECTION: 01 78 39 - PROJECT RECORD DOCUMENTS FOR THE MINIMUM REQUIREMENTS. ****************

SCHOOL

AGRICULTURE

SCHOOL

5.2 43.42

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

DeB

MoE

CuD

CuC CuD CnC Se CaB

UdC

CeB

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BRICK BLDG

W/ PAVILLION

I I

D

D

I

H

CONC. SIDEWALK

W/ HANDRAILS

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

L.L.

L.L.

L.L.

L.L.

L.L.

L.L.

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

DI

TOP: 752.13

I.O.(A): 751.08 I.I.(B): 751.18

APPROXIMATE P/L &

L.L.L. PER WALKER

COUNTY BOARD OF

ASSESSORS WEB SITE

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

15" CMP

I.O.: 755.26

15" CMP

I.O.: 755.25

WATER VAULT

SC

OR

EB

OA

RD

SCOREBOARD

TREELINE

TREELINE

TR

EEL

INE

DO

DO

DO

DO

BLD

BL

D

FF

E:

.6

GATE

GATE

GATE

GATE

GATE

GATE

GATE

GATE

GATE

DI (4)

FILLED WITH MUD

& WATER (N.P.V.)

WIF

W

IF

CLF

CLF

CLF

CLF

CLF

BLEACHERS

BLEACHERS

BLEACHERS

CLF

CONC.

SIGN

FP

TREELINE

10" PVC

I.O.: 757.33

8" HDPE (B)

MODULAR

BLOCK

WALL

BLEACHERS

BASEBALL FIELD

(SHOWN PER

04-05-2022

DATA)

BASEBALL FIELD

(SHOWN PER

04-05-2022

DATA)

FOUL

POST

FOUL

POST

FOUL

POST

FOUL

POST

THIRD

BASE

HOME

PLATE

FIRST

BASE

SECOND

BASE

HOME

PLATE

THIRD

BASE

SECOND

BASE

FIRST

BASE

PITCHERS

MOUND

P

I

H

P F

D

GENERATOR

CONC. FLUME

CONC. FLUME

GRAVEL

12" CMP

E.N.F.

" C

MP

DI

TOP:774.15

I.O.:770.66

I.E.:775.40

I.E.:775.46

ASPHALT

12" CMP

I.E.:747.98

I.E.:744.88 I.E.:743.50

15" CMP

DI

TOP:774.10

I.O.:770.48

4' CLF W/ DOUBLE

SWING GATE

FES

I.E.:743.50

I.E.:745.02

15" CMP

CONC. FLUME

6' CLF W/ SINGLE

ROLLING GATE

4' CLF W/

DOUBLE GATE

BRICK

WALL

HR ON

CONC.

RAMP

CONC.

BLDG

O/H

BRICK CONCESSIONS

& RESTROOM

FFE:736.76

CONC.ASPHALT

ASPHALT

GRAVEL

GRAVEL

BASEBALL FIELD

BALLSTOP

NETTING

CONC. PAD

CONC. ST

EPS

W/ H

ANDRAIL

E.N.F.

" C

M P

DI

TOP:775.39

I.O.:771.93

12" HDPE

I.E.:757.36

I.E.:757.37

BLDG

O/HBRICK

BLDG

CONC. STEPS

W/ HANDRAILS

CONC. WALL

WOOD

PAVILLION

BRICK BLDG

FFE:756.93

CONC.

CONC.

CONC.

CONC.

FOOTBALL FIELD

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

METAL

BLDG

FLAG

POLE

SCOREBOARD

SIGN

SHED

SHED

2 BRICK

BLDG'S

W/ O/H

WOODEN

SHED

CONCRETE

POSTS

POWER SWITCH

BRICK

BLDG

FFE:732.14 BRICK

BLDG O/H

+ FFE:732.23

CONC.

6" PVC

6" PVC

8"

PVC

8" PVC

E.N.L.

CO

TOP:743.68

(A) (B)

(A)(B) (A)

(B)

SSMH

TOP:736.39

I.O.(A):731.95 I.I.(B):731.94

METAL SHED

FFE:756.93

6' CLF W/ GATE

6' CLF

e e

H H

H e

H

H

H

H

H

H

CONC.

STEPS

6' CLF W/ DOUBLE

SWING GATE

4' CLF

FFE:760.03 +

TWO 6"

PVC PIPES

I.E.:736.03

CONC. I.E.:735.95

15" PVC

SAND PIT

15" HDPE

6' CLF W/ BARBED WIRE6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' C

LF

W

/ B

AR

BE

D

W

IR

E 6'

C

LF

W / B

AR

BE

D W

IR

E

6' C

LF

W

/ B

AR

BE

D

W

IR

E

CONC.

4' CLF W/ DOUBLE

SWING GATE

E.N.F.

DI

TOP:750.86

I.O.(A):746.77 I.I.(B):747.40

(A) (B)

15" HDPE

15" HDPE

JB

TOP:751.66

I.O.(A):747.97 I.I.(B):749.80

15" HDPE

(ABOVE

GROUND)

DI

TOP:738.78

I.O.(A):734.88 I.I.(B):736.47

E.N.L.

E.N.L.

15" CMP

10" PVC

10" PVC

(A) (B)

DI

TOP:739.79

I.O.(A):738.04 I.I.(B):738.04

(A)

(B)

PANTHER

STATUE ON

ROCK BASE

GRAVEL

METAL RAMP

BLEACHER

(SHOWN PER

AERIAL

IMAGERY

TAKEN

02-01-2024)

CONC.

ELECTRIC

CABINET

BLDG

O/H

CONC.

STEPS

CONC.

STEPS

WATER

VAULT

DI

TOP:738.18

I.O.:735.99

END OF PIPE

I.E.:734.06

(TOP OF PIPE

EXPOSED,

PIPE IS FULL

OF DEBRIS)

12" PVC

I.E.:734.10

I.E.:733.60

CONC. PAD

4' CLF W/ SINGLE

SWING GATE

4' CLF

4' CLF

10' CLF

10' CLF

10' CLF

10' CLF

10' CLF W/ SINGLE

SWING GATE

10' CLF W/ SINGLE

SWING GATE

CONC.

18" CMP

I.E.:730.43

I.E.:730.24 6" HDPE

10" HDPE30

" C

M P

30" CMP

DI

TOP:729.52

I.O.(A):723.58 I.I.(B):725.34 I.I.(C):724.04 I.I.(D):724.32

(A) (B)

(C)

(D)

E.N.L.

E.N.F.

E.N.L.

E.N.F.

E.N.L.

DI

TOP:730.14

I.O.(A):722.43 I.I.(B):722.44 I.I.(C):722.59

(A)

(B) (C)

DI

TOP:725.19

I.O.(A):716.05 I.I.(B):716.55 I.I.(C):716.36

(A)(B)

(C)

(A)(B)

30" CM

P

36" CMP 36" CMP

DI

TOP:722.68

I.O.(A):711.80 I.I.(B):712.02

DI

TOP:731.62

I.O.(A):725.57 I.I.(B):727.21 I.I.(C):725.66 I.I.(D):725.61

(A) (B)

(C)

DI

TOP:730.43

I.O.:728.40

E.N.F.

(D)

12" HDPE

12" HDPE

10" PVC

8" HDPE

6' CLF W/ DOUBLE

SWING GATE

6' CLF W/ SINGLE

SWING GATE

4' CLF

4' CLF

4' CLF

4' CLF W/

SINGLE

SWING

GATE

4' CLF W/ SINGLE

SWING GATE

GOAL POST

GOAL POST

TENNIS COURTS

EOS

EOS

EOS

EOS

N/F

WALKER COUNTY, GEORGIA

P.I.N.: 0119 001

DB 1000, PG 387

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

10' CLF W/ SINGLE

SWING GATE

6" HDPE

I.E.:728.36

E.N.F.

D

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

N/F

WALKER COUNTY, GEORGIA

P.I.N.: 0119 001

DB 1000, PG 387

BENCHMARK

5/8" RBC

ELEV 730.31

PANTHERS

CROSSING SIGN

W/ ARM, LIGHTS

AND HORN

CONC.

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

N/F

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001B

DB 1584, PG 628

N/F

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BLEACHER

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

FFE:759.90

EOS

24" CMP

VARYING HEIGHT

ASPHALT

HEADER CURB

YD

TOP:729.20

I.O.:728.34

UNKNOWN VAULT

GAS METER &

DISTRIBUTION SYSTEM

L.L.

L.L.

L.L.

L.L.

L.L.

L.L.

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

DI

TOP: 739.99

I.O.(A): 734.54 I.I.(B): 735.89 I.I.(C): 736.39

12" PVC

10" PVC

(A)

(B)

(C) E.N.F.

E.N.F.

15" CMP

E.N.L.

10" PVC

DI

TOP: 739.85

I.O.(A): 737.33 I.I.(B): 737.37

(A)

(B)

(A)

(B)

SSMH

TOP: 740.35

I.O.(A): 734.07 I.I.(B): 734.09

SSMH

TOP: 737.15

I.O.(A): 732.53 I.I.(B): 732.55

SINGLE SWING

GATE

LCLP

LCLP

LCLP

LCLP

LCLP

LCLP

LMLP

LMLP

CO

TOP:743.58

I.E.:743.89

DI

TOP: 732.48

I.O.(A): 730.68

YD

TOP: 732.02

I.O.(A):730.44 I.I.:730.50

DI

TOP: 732.17

I.O.(A): 730.42 I.I.(B): 730.47

DI

TOP: 731.92

I.O.(A): 729.84 I.I.(B): 729.84

DI

TOP: 731.86

I.O.(A): 729.91

I.I.(B): 729.91 DI

TOP: 731.87

I.O.(A): 729.47 I.I.(B): 729.47

(A)

(B)

(A)

(B)

(A)

(B)

(A)

(B)

15" HDPE

15" HDPE

15" HDPE

15" HDPE

E.N.F.

I.E.:749.76

8" HDPE

(A)

LARGE WOOD POST

SUPPORTS

6" PVCE.N.F.

SSMH

TOP: 723.28

I.O.(A): 718.13 I.I.(B): 718.24

TENNIS COURTS

(SHOWN PER AERIAL IMAGERY

TAKEN 02-01-2024)

NO SIGNAL

EOS

WOODS

WOODS

GRASS

W

OO

DS

L

IN

E

WOODS LINE

WOODS LINE

WOODS LINE

W

OODS LINE

WOODS LINE WOODS LINE

APPROXIMATE P/L &

L.L.L. PER WALKER

COUNTY BOARD OF

ASSESSORS WEB SITE

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

WOODS

WOODS

W

OODS LINE

WOODS LINE

GREASE TRAP WITH SINGLE ACCESS PORT

SHALLOW DITCH

H

0.

0.

0.

6.

6.

8.

8.

2.

4.

6.

8.

2.

4.

6.

8.

2.

4.

730.00 730.00

730.00

730.00

0.

740.00

0.

0.

0.0

0.

0.

750.00

0.

0.

0.

760.00

0.

0.

0.

0.

0.

4.

724.00

726.00

726.00

8.

728.00

2.0

732.00

732.00

732.00

732.00

4.

4.

736.00 736.00

6.

736.00

8.

738.00

2.

742.00

2.

2.

744.00

4.

4.

6.

6.

746.00

748.00

8.0

8.

2.

2.

2.

4.

4.

4.

6.

6.

6.

6.

756.00

6.

756.00

8.

8.

8.

8.

758.00

8.

8.0

758.00

8.

758.00

2.

2.

4.

4.

6.

6.

8.

8.

2.

2.

4.

4.

6.

6.

8.

778.00

720.00 730.00

0.

0.

0.

770.00

0.0

790.00

800.00

718.00

722.00724.00726.00728.00732.00

4.

6.

8.0

2.

4.

6.0

8.

2.

4.

6.

8.

2.

4.

6.

8.

772.00

4.

6.

8.

2.0

4.0

6.0

788.00

792.00

794.00

796.00

798.00

720.00

722.00

724.00

726.00

0.

2.

4.

6.

8.

TnD

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C101

SCALE: 1" = 50'

EXISTING CONDITIONS/SURVEY PLAN

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

Feet 0 50 100

BRICK BLDG

W/ PAVILLION

D

L.L.

L.L.

L.L.

L.L.

DO

BL

D

FF

E:

.6

GATE

TREELINE

10" PVC

I.O.: 757.33

BLOCK

WALL

BLEACHERS

FOUL

POST

HOME

PLATE

THIRD

BASE

I

H

CONC. FLUME

CONC. FLUME

GRAVEL

12" CMP

E.N.F.

" C

MP

DI

TOP:774.15

I.O.:770.66

I.E.:775.40

I.E.:775.46

ASPHALT

12" CMP

I.E.:747.98

I.E.:744.88 I.E.:743.50

15" CMP

DI

TOP:774.10

I.O.:770.48

4' CLF W/ DOUBLE

SWING GATE

FES

I.E.:743.50

I.E.:745.02

15" CMP

CONC. FLUME

4' CLF W/

DOUBLE GATE

BRICK

WALL

HR ON

CONC.

RAMP

CONC.

BLDG

O/H

ASPHALT

GRAVEL

GRAVEL

BASEBALL FIELD

BALLSTOP

NETTING

CONC. PAD

CONC. ST

EPS

W/ H

ANDRAIL

E.N.F.

" C

M P

DI

TOP:775.39

I.O.:771.93

12" HDPE

I.E.:757.36

I.E.:757.37

BLDG

O/HBRICK

BLDG

CONC. STEPS

W/ HANDRAILS

CONC. WALL

WOOD

PAVILLION

BRICK BLDG

FFE:756.93

CONC.

CONC.

CONC.

FOOTBALL FIELD

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

METAL

BLDG

FLAG

POLE

SCOREBOARD

SIGN

SHED

SHED

6" PVC

6" PVC

8"

PVC

CO

TOP:743.68

(A) (B)

(A)(B)

METAL SHED

FFE:756.93

6' CLF W/ GATE

6' CLF

e

H H

H

H

H

H

H

CONC.

STEPS

4' CLF

FFE:760.03 +

TWO 6"

PVC PIPES

I.E.:736.03

CONC. I.E.:735.95

15" PVC

SAND PIT

15" HDPE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' C

LF

W

/ B

AR

BE

D

W

IR

E 6'

C

LF

W / B

AR

BE

D W

IR

E

6' C

LF

W

/ B

AR

BE

D

W

IR

E

CONC.

4' CLF W/ DOUBLE

SWING GATE

E.N.F.

DI

TOP:750.86

I.O.(A):746.77 I.I.(B):747.40

(A) (B)

15" HDPE

15" HDPE

JB

TOP:751.66

I.O.(A):747.97 I.I.(B):749.80

15" HDPE

(ABOVE

GROUND)

DI

TOP:738.78

I.O.(A):734.88 I.I.(B):736.47

E.N.L.

E.N.L.

15" CMP

10" PVC

10" PVC

(A) (B)

DI

TOP:739.79

I.O.(A):738.04 I.I.(B):738.04

(A)

(B)

PANTHER

STATUE ON

ROCK BASE

GRAVEL

METAL RAMP

BLEACHER

(SHOWN PER

AERIAL

IMAGERY

TAKEN

02-01-2024)

CONC.

ELECTRIC

CABINET

BLDG

O/H

CONC.

STEPS

CONC.

STEPS

WATER

VAULT

DI

TOP:738.18

I.O.:735.99

END OF PIPE

I.E.:734.06

(TOP OF PIPE

EXPOSED,

PIPE IS FULL

OF DEBRIS)

12" PVC

I.E.:734.10

I.E.:733.60

CONC. PAD

4' CLF

4' CLF

4' CLF

4' CLF W/

SINGLE

SWING

GATE

4' CLF W/ SINGLE

SWING GATE

GOAL POST

GOAL POST

EOS

EOS

EOS

N/F

WALKER COUNTY, GEORGIA

P.I.N.: 0119 001

DB 1000, PG 387

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

ASPHALT

ASPHALT

ASPHALT

ASPHALT

PANTHERS

CROSSING SIGN

W/ ARM, LIGHTS

AND HORN

CONC.

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BLEACHER

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

FFE:759.90

EOS

L.L.

L.L.

L.L.

L.L.

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

DI

TOP: 739.99

I.O.(A): 734.54 I.I.(B): 735.89 I.I.(C): 736.39

12" PVC

10" PVC

(A)

(B)

(C) E.N.F.

E.N.F.

15" CMP

E.N.L.

10" PVC

DI

TOP: 739.85

I.O.(A): 737.33 I.I.(B): 737.37

(A)

(B)

(A)

(B)

SSMH

TOP: 740.35

I.O.(A): 734.07 I.I.(B): 734.09

SINGLE SWING

GATE

LCLP

LCLP

LCLP

LCLP

LCLP

LMLP

CO

TOP:743.58

I.E.:743.89

DI

TOP: 732.48

I.O.(A): 730.68

DI

TOP: 732.17

I.O.(A): 730.42 I.I.(B): 730.47

TOP: 731.86

I.O.(A): 729.91 I.I.(B): 729.91

15" HDPE

I.E.:749.76

8" HDPE

SUPPORTS

WOODS

WOODS

GRASS

W

OO

DS

L

IN

E

WOODS LINE

WOODS LINE

WOODS LINE

W

OODS LINE

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

WOODS

WOODS

W

OODS LINE

WOODS LINE

SHALLOW DITCH

CL

CL

CL

CL

CL

CL

CL CL CL

CL

CL

CL

CL

CL

C L

C L

CLCL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL CL CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL CL CL

CL CL

CLCLCLCLCLCLCL

CL

CL

C L

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL

CL

CL

CL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL

CL

CL

CL

CL

CL

C L

CL

C L

CL

CL

C L

CL

C L

C L

C L

C L

C L

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

REMOVE CONCRETE

STEPS WITH HANDRAIL

REMOVE STORM DRAINAGE PIPE AND

STRUCTURE. CAP PIPE AT CONSTRUCTION LIMITS

SEE E101 FOR ELECTRICAL

UTILITY REMOVAL

REMOVE EXISTING IRRIGATION

LINES AND APPURTENANCES

REMOVE STORM

DRAINAGE PIPE

REMOVE CONCRETE

PAD AND FENCING

REMOVE CONCRETE FLUME

REMOVE ASPHALT PAVEMENT

REMOVE STORM DRAINAGE PIPE

REMOVE GRAVEL

REMOVE STORM DRAINAGE

PIPES AND STRUCTURES

REMOVE CHAIN LINK

FENCE AND SWING GATE

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

REMOVE MISCELLANEOUS STRUCTURES AND

MATERIALS SCATTERED AROUND PRACTICE FIELD

SAW CUT AND REMOVE

ASPHALT PAVEMENT

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE ASPHALT PAVEMENT

REMOVE

CONCRETE

SAW CUT AND REMOVE

ASPHALT PAVEMENT

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C102

SCALE: 1" = 30'

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS

AND STAKES.

2. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY

DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF

THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE

LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO

IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL

PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH DISCOVERY,

UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.

3. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF

WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS

REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION

PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF

WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE

JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. DEMOLITION

CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, AND PROCEDURES USED TO COMPLETE THE WORK IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR

THE SAFETY OF THE PUBLIC AND CONTRACTOR'S EMPLOYEES DURING THE

COURSE OF THE PROJECT.

4. REMOVE AND LEGALLY DISPOSE OF INDICATED ITEMS OFFSITE, UNLESS

OTHERWISE INDICATED.

5. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND

NOTIFICATIONS BEFORE STARTING SELECTIVE DEMOLITION.

6. CONTRACTOR SHALL ARRANGE DEMOLITION SCHEDULE SO AS NOT TO

INTERFERE WITH OWNER'S ON-SITE OPERATIONS.

7. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND REMOVE

DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, DRIVES, WALKS,

AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

8. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS WALLS,

WALKS, FENCES, AND RAILINGS TO SECURE AREAS OF DEMOLITION AND

CONSTRUCTION AND TO SEPARATE THOSE ACTIVITIES FROM ALL SCHOOL

ACTIVITIES.

9. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING TO REMAIN.

10. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

11. ALL AREAS OF CONSTRUCTION, INCLUDING STORAGE AREAS, SHALL BE

FENCED AND GATED WITH LOCKABLE GATES. TEMPORARY CHAIN LINK

FENCE SHALL BE 6-FT CHAIN-LINK FENCE AT A MINIMUM. SEE

SPECIFICATION SECTION 015000.

DEMOLITION PLAN

TREES TO BE REMOVED

DEMOLITION LEGEND:

STORM PIPE TO BE REMOVED

CONCRETE TO BE REMOVED

ASPHALT TO BE REMOVED

EX. FENCE TO BE REMOVED

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

Feet 0 30 60

GRAVEL TO BE REMOVED

L.L.

L.L.

L.L.

L.L.

DO

BL

D

FF

E:

.6

GATE

TREELINE

BLOCK

WALL

BLEACHERS

FOUL

POST

HOME

PLATE

THIRD

BASE

H

CONC. FLUME

GRAVEL

CONC. FLUME

4' CLF W/

DOUBLE GATE

BRICK

WALL

HR ON

CONC.

RAMP

CONC.

BLDG

O/H

ASPHALT

GRAVEL

GRAVEL

BASEBALL FIELD

BLDG

O/HBRICK

BLDG

CONC. STEPS

W/ HANDRAILS

CONC. WALL

WOOD

PAVILLION

BRICK BLDG

FFE:756.93

CONC.

CONC.

CONC.

FOOTBALL FIELD

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

METAL

BLDG

FLAG

POLE

SCOREBOARD

SIGN

SHED

SHED

METAL SHED

FFE:756.93

6' CLF W/ GATE

6' CLF

e

H H

H

H

H

H

H

CONC.

STEPS

4' CLF

FFE:760.03 +

CONC.

SAND PIT

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' C

LF

W

/ B

AR

BE

D

W

IR

E 6'

C

LF

W / B

AR

BE

D W

IR

E

6' C

LF

W

/ B

AR

BE

D

W

IR

E

CONC.

4' CLF W/ DOUBLE

SWING GATE

PANTHER

STATUE ON

ROCK BASE

METAL RAMP

BLEACHER

(SHOWN PER

AERIAL

IMAGERY

TAKEN

02-01-2024)

CONC.

ELECTRIC

CABINET

BLDG

O/H

CONC.

STEPS

CONC.

STEPS

WATER

VAULT

CONC. PAD

4' CLF

4' CLF

4' CLF

4' CLF W/

SINGLE

SWING

GATE

4' CLF W/ SINGLE

SWING GATE

GOAL POST

GOAL POST

EOS

EOS

EOS

ASPHALT

ASPHALT

ASPHALT

ASPHALT

PANTHERS

CROSSING SIGN

W/ ARM, LIGHTS

AND HORN

CONC.

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BLEACHER

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

FFE:759.90

EOS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

SINGLE SWING

GATE

LCLP

LCLP

LCLP

LCLP

LCLP

LMLP

SUPPORTS

WOODS LINE

W

OODS LINE

W

OODS LINE

WOODS LINE

SHALLOW DITCH

MIDDLE SCHOOL

BASEBALL/SOFTBALL

FIELD

300' LINES - 340' CENTER

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'

CL

F

6' C

LF

6'

C

LF

6'C

LF

6'C

LF

D U

G O

U T

DUGOUT

BL

EA

C H

ER

S

BLEACHERS

TABLE

BATHROOM

CONCESSIONS

BUILDING

F.F.E. 778.60

RESTROOM &

CONCESSION

BUILDING

DUGOUT

BLEACHERS.

SEE NOTE #8.

DUGOUT

FOUL POLE

SINGLE LANE

BULLPEN

RETAINING WALL. SEE

S103 FOR DETAILS.

FOUL POLE

SINGLE LANE

BULLPEN

SCORERS

TABLE

300'

340'

90'

90'

300'

R13'

25'

5'

10'

10'

(3) STAIRS

(TYP.)

(2) 4' SWING GATES

(2) 14' SWING GATES

GRAVEL PARKING

(2) 10' SWING GATES

6' CHAIN LINK FENCE.

SEE NOTE #10

6'

28'

ROSSVILLE MIDDLE

SCHOOL 'R' IN LIGHTER

GREEN THAN FIELD TURF

188.4

16'

8'

6' CHAIN LINK FENCE.

SEE NOTE #10

TIE CONCRETE

PAVEMENT TO EXISTING

ASPHALT DRIVE

LIGHT DUTY ASPHALT PAVINGCURB AND GUTTER

4 POLE NETTING SYSTEM AND

BACK STOP W/ 4' BLACK POLYMER

COATED CHAIN LINK FENCE

CENTER HANDRAIL

8'

WARNING TRACK

CONTRACTOR TO PROVIDE POLES

AND INSTALL SCORE BOARD.

SCOREBOARD - N.I.C.

FLAG POLE

6' BLACK POLYMER COATED

CHAIN LINK FENCE

LIGHT GRAY DOTS 20' O.C. TO

MARK THE LOCATION FOR

SOFTBALL OUTFIELD FENCING

REMOVABLE BASEBALL

AND SOFTBALL BASES

(TYP.)

BLEACHERS.

SEE NOTE #8

24'

74'

6'

80' 10'

R28'

8'

15.25'

17'

80'

20'

8' BLACK POLYMER COATED CHAIN

LINK FENCE ALL SIDES OF DUGOUT

8' BLACK POLYMER

COATED CHAIN LINK

FENCE ALL SIDES OF

DUGOUT

6' BLACK POLYMER COATED

CHAIN LINK FENCE

PORTABLE SOFTBALL

OUTFIELD FENCE

SLEEVED SOFTBALL

FOUL POLE

SLEEVED SOFTBALL

FOUL POLE

SYNTHETIC TURF

FIELD (GREEN)

SYNTHETIC TURF

FIELD (BROWN)

SYNTHETIC TURF

FIELD (GREEN)

SYNTHETIC TURF

FIELD (BROWN)

20'

(2) 6' SWING GATES 3' SWING GATES

3' SWING GATE

3' SWING GATE

3' SWING GATE

6' BLACK POLYMER

COATED CHAIN LINK FENCE

3' SWING GATE

HOME PLATE

SOFTBALL PITCHING

RUBBER

BASEBALL PITCHING

MOUND AND RUBBER

HOMEPLATE

SOFTBALL PITCHING

RUBBER

BASEBALL PITCHING

MOUND AND RUBBER

5'LIGHT GRAY OUTLINE

FOR SOFTBALL MOUND

AND PLUGGABLE

SOFTBALL RUBBER

200'

190'

43.0'

SYNTHETIC TURF

FIELD (BROWN)

6' CHAIN

LINK FENCE

EXTENTS OF GRAVEL PARKING

TO SHOULDER OF HILL

CURB FEATHER

CURB FEATHER

CURB FEATHER

CONCRETE WHEELSTOPS

H.C. SIGN, STRIPED

ISLAND, AND PARKING

6'

R28' R28' R200'

9'

SOFTBALL OUTFIELD FENCE PANELS

TO EXTEND FROM FENCE TO FENCE

BASEBALL LINES

TO BE WHITE

MOUND LINE

3' SWING GATE

6' CHAIN LINK FENCE TO

CONNECT TO EXISTING

CHAIN LINK FENCE

10'

TIE ASPHALT PAVEMENT

TO EXISTING DRIVE

TIE CONCRETE SIDEWALK TO

EXISTING PAVEMENT

TIE CONCRETE

SIDEWALK TO

EXISTING PAVEMENT

TIE CONCRETE SIDEWALK TO

EXISTING PAVEMENT

CONCRETE PAD FOR

TRANSFORMER. SEE

E003 FOR DETAILS.

15'

43.0'

17.5'

TEMPORARY FENCE

17.5'

9'

4'

6'

47'

19'

FIRE LANE

SIGNS (TYP.)

STOP SIGN

(2) 4' SWING GATES

ROLLED CURB

R28'

12'

4' LANDING (TYP.)

(4) STAIRS

28'

CONCRETE FLUME

C103

SCALE: 1" = 30'

STAKING PLAN

THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS

CONVENIENCE ONLY. OTHER UTILITIES MAY BE PRESENT

BUT NOT SHOWN ON THESE DRAWINGS. THE ARCHITECT &

ENGINEER ASSUME NO RESPONSIBILITY FOR THE UTILITY

LOCATIONS SHOWN, AND IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF

ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL

DAMAGE MADE TO THE EXISTING UTILITIES BY THE

CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

Feet 0 30 60

STAKING NOTES:

1. ALL DIMENSIONS REFERENCING CURB AND GUTTER ARE

MEASURED TO BACK OF CURB.

2. THE DEPTH OF PROPOSED PAVEMENT AND BUILDINGS

ARE AS FOLLOWS:

- BUILDING SLAB & BASE - 8"

- LIGHT DUTY PAVEMENT - 9 12"

- CONCRETE PAVEMENT - 7"

- SIDEWALK - 4"

3. A DWG COMPUTER FILE WILL BE AVAILABLE FROM THE

ENGINEER FOR CONSTRUCTION LAYOUT.

4. ALL CAR PARKING STALLS AND STRIPED ISLANDS SHALL

BE PAINTED WITH 4" WHITE STRIPES AS SHOWN.

5. ALL SIGNAGE/STRIPING PER MUTCD LATEST EDITION.

6. CONFIRM GATE LOCATIONS W/ OWNER.

7. CONFIRM SCORER'S TABLE LOCATION WITH OWNER.

8. BLEACHERS TO BE PROVIDED BY OWNER. BLEACHERS

TO BE ASSEMBLED & LOCATED ONSITE BY

CONTRACTOR.

9. SCOREBOARD ONLY PROVIDED BY OWNER.

CONTRACTOR TO INSTALL SCOREBOARD. CONTRACTOR

TO PROVIDE POSTS. CONFIRM EXACT LOCATION WITH

OWNER.

10. CONFIRM FENCE LOCATION WITH OWNER.

STAKING LEGEND:

PROPOSED BUILDING

LIGHT DUTY ASPHALT PAVEMENT

CURB & GUTTER

CONCRETE SIDEWALK

6'CLF BLACK POLYMER COATED

CHAIN-LINK FENCE

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

GRAVEL PARKING

CONCRETE PAVEMENT

D

L.L.

L.L.

L.L.

L.L.

DO

BL

D

FF

E:

.6

GATE

TREELINE

BLOCK

WALL

BLEACHERS

FOUL

POST

H e

H H

H

H

H

H

H

L.L.

L.L.

L.L.

L.L.

SD

SD

NO

D

UM

PI

NG

S

TO

RM

S

EW

ER

SD

SD

SD

NO DUMPING

STORM SEWER

NO DUMPING

STORM SEWER

SD

NO DUMPING

STORM SEWER

SD

SD

SD

SD

SD

SD

NO DUMPING

STORM SEWER

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'

CL

F

6' C

LF

6'

C

LF

6'C

LF

6'C

LF

D U

G O

U T

DUGOUT

BL

EA

C H

ER

S

BLEACHERS

TABLE

BATHROOM

CONCESSIONS

BUILDING

F.F.E. 778.60

0.

0.

0.

4.

6.

8.

2.

4.

6.

8.

2.

4.

6.

8.

2.

4.

6.

0.0

750.00

0.

0.

2.0

4.

6.

8.

2.

4.

6.

8.0

2.

4.

6.

8.

2.

4.

6.

8.

2.

4.

6.

778.00

8.

730.00

0.

0.

0.

770.00

0.

724.00726.00728.00732.00

4.

6.

8.0

2.

4.

6.0

748.00

2.

4.

6.

8.

2.

4.

6.

8.

772.00

4.

6.

8.

0.

0.

0.

0.

0.

0.

0.

740.00

0.

0.

760.00

4.

6.

8.

8.

2.

4.

6.

8.

2.

4.

6.

758.00

8.

8.

S

S

S

S

SS

S

S

S

S S

S S

S

S

S

S

S

S

S

S S

S

S

S S S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CL

CL

CL

CL

CL

CL

CL CL CL

CL

CL

CL

CL

CL

C L

C L

CLCL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL CL CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

C L

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL

CL

CL

CL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL

CL

CL

CL

CL

750.00

760.00

0.0

0.

0.

0.

770.00

770.00

770.00

750.00

0.

0.

0.

2.0

744.00 746.00

748.00 752.00

754.00

758.00762.00764.00

6.0

8.0

2.0

4.0

6.0

8.0

6.0

6.

8.

8.0

8.

2.

4.

6.

8.

2.

4.

6.

8.

2.

764.00 766.00

768.00

768.00

768.00

772.00

772.00

772.00 774.00

774.00

774.00

776.00

748.00

752.00754.00756.00

8.

2.

4.

6.

8.

2.

4.

774.00

4.

6.

776.00

776.00

8.

2.

4.

6.

8.

779.03 779.03

779.32

779.03779.03

778.78

778.78

777.13

BW 777.13

BW 777.13

TW 787.39

775.33

778.63

778.63

778.63

778.54

778.78778.71

778.78

778.71

778.63

777.59

777.49 778.36

778.26 778.58

777.76

777.96

777.92

777.89

774.87

777.50

777.88

778.04

778.25 778.25

778.37

777.87

777.33 774.59

774.32 773.43

774.13 762.54

751.37

751.37

762.85

749.50

746.16

749.54

749.50

748.20 748.52

751.64

749.67

762.69

778.35

778.53

777.04

778.58 778.48

777.81 777.68

777.04

775.67

778.56 778.59

750.30

750.33

TOP OF DAM

GRADING LIMITS

GRADING LIMITS

GRADING LIMITS

MAINTAIN EXISTING

GRADES ON GRAVEL

PARKING

TIE IN TO EXISTING

GRADES

PROVIDE POSITIVE DRAINAGE

PROVIDE POSITIVE DRAINAGE AWAY

FROM BUILDING IN ALL DIRECTIONS

TOP OF DAM = 774.00

TOP OF SPILLWAY = 772.50

TW 777.13

TW 777.13

BW 777.13

778.00

778.00

CB A-3

TOP:775.20

INV OUT:771.03 NW

JB A-2

TOP:776.20

INV IN:770.91 SE

INV OUT:770.81 NE

HW A-1

TOP:770.55

INV IN:770.00 SW

OS C-3

TOP:772.00

INV OUT:766.28 E

HW C-1

TOP:760.58

INV IN:758.00 NW

JB C-2

TOP:766.28

INV IN:760.68 W

INV OUT:758.28 SE

YD B-2

TOP:778.56

INV IN:775.39 E

INV OUT:775.29 W

CB B-1

TOP:775.21

INV IN:773.60 E

FES D-4

TOP:749.06

INV OUT:747.00 S

FES D-1

TOP:747.08

INV IN:744.00 N

CI D-2

TOP:750.25

INV IN:744.82 N

INV OUT:744.72 S

CI D-3

TOP:749.56

INV IN:745.90 N

INV OUT:745.80 S

779.25

778.58

YD B-3

TOP:778.58

INV OUT:775.71 W

S

S

778.57

S

778.60778.60

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

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ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C104

SCALE: 1" = 30'

GRADING NOTES:

1. GRADES SHOWN REPRESENT FINISH ELEVATIONS. CONTRACTOR TO

DEDUCT FOR SUB-GRADE ELEVATIONS.

2. CONTRACTOR TO SEED ALL AREAS DISTURBED IN CONSTRUCTION AREA,

INCLUDING AREAS WITHOUT TOPSOIL COVER.

3. CONTRACTOR TO STRIP TOPSOIL AND STOCK PILE ON-SITE FOR USE IN

THE LANDSCAPED/SEEDED AREAS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING CURB AND

SIDEWALKS AND SPREADING TOPSOIL IN SAME AREA.

5. CONTRACTOR SHALL REPAIR/RESTORE AREAS DAMAGED BY

CONSTRUCTION EQUIPMENT OR REMEDIAL WORK REQUIRED DUE TO

EROSION OR ACCUMULATED SILT.

6. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE

COMMENCEMENT OF ANY GRADING OR CLEARING.

7. ALL GRATES, MANHOLE COVERS, RINGS AND OTHER ACCESSORIES

SHOWN ON DETAILS SHALL BE PROVIDED UNLESS MARKED N.I.C.

8. ALL PIPES SHALL BE GROUTED INSIDE AND OUTSIDE OF STRUCTURES.

PIPES SHALL BE GROUTED OUTSIDE STRUCTURE PRIOR TO BACK-FILLING.

9. CONTRACTOR TO GRADE GRASSED AREAS TO MATCH GRADES SHOWN

AND MAINTAIN BUILDING AND PAVED AREA GRADES.

10. ALL SPOT GRADES ALONG CURB AND GUTTER ARE TO BOTTOM OF CURB

UNLESS OTHERWISE NOTED. (NOT SUBGRADE ELEVATION).

11. THE OVER-EXCAVATION OF THE DETENTION POND FOR SEDIMENT

STORAGE SHALL BE TEMPORARY. AT OR NEAR COMPLETION OF THE

PROJECT, THE SEDIMENT SHALL BE REMOVED, DISPOSED OF ON-SITE AND

THE POND SHALL BE BROUGHT TO FINISHED GRADES AS SHOWN ON

GRADING PLAN AND GRASSED. THE POND SHALL DRAIN COMPLETELY

AFTER FINAL GRADING.

GRADING PLAN

GRADING LEGEND:

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PROPOSED BUILDING

CUR…