23_7008 Aaron Cohen MS 11_22_23_for addenda 2.pdf

PDF 6 MB Posted Oct 23, 2023

Attached to: Phase 3 Field Upgrades
Solicitation number: PE-55046-NONST-2024-000000004
Issued by: Muscogee County, Columbus City, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Erosion, Sedimentation & Pollution Control (ES&PC) Plan for the Aaron Cohn Middle School project in Columbus, Muscogee County, Georgia. The project involves field renovations on the 25-acre school property, with a total disturbed area of 0.3 acres. The plan was prepared by EMC Engineering Services, Inc. and certified by a Georgia-registered Professional Engineer. It provides details on the site's existing conditions, construction timeline, erosion control measures, sediment storage requirements, and stormwater management. The plan outlines the responsibilities of the contractor for maintaining erosion and sediment control BMPs, conducting soil tests, establishing permanent vegetation, and coordinating with utility providers. The plan also includes checklists for compliance with Georgia's Soil and Water Conservation Commission requirements.

The ES&PC Plan specifies the use of various erosion and sediment control measures such as silt fencing, temporary seeding, and permanent sodding to prevent the escape of sediment from the construction site. It provides calculations for the required sediment storage volume and indicates that the available storage exceeds the requirement. The plan also notes that the initial receiving water for stormwater runoff is an unnamed tributary of Dozier Creek, a warm water fishery, and that the property is not located in a designated flood hazard area.

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Other files

File	Type	Posted
22_7090 Addendum 2.pdf	PDF	Oct 23, 2023
Bid Ad _ Phase 3 Field Upgrades _ 10_19_2023.pdf	PDF	Oct 23, 2023
22_7090 RFI Response_11_28_2023_for addenda 2.pdf	PDF	Oct 23, 2023
MS Fields Phase 3 ACN BLK DCMS Renovations _.pdf	PDF	Oct 23, 2023
23_7002 Double Churches MS 11_22_23_for adden.pdf	PDF	Oct 23, 2023
22_7090 Blackmon Road Middle School 11_22_23_.pdf	PDF	Oct 23, 2023
Addendum 1.pdf	PDF	Oct 23, 2023
22_7090 Project Manual_for addenda 2.pdf	PDF	Oct 23, 2023

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VICINITY MAP

NOT TO SCALE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL- MARINE - CIVIL - SURVEY

PROJECT LOCATION: REVISION DESCRIPTION

ENVIRONMENTAL

CIVIL

MARINE

Prepared for

SITE DEVELOPMENT PLANS

FOR

EMC ENGINEERING SERVICES, INC.

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

PHONE: (706) 565-5985

FAX: (706) 565-5983

columbus@emc-eng.com www.emc-eng.com

DATE

ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS • SAVANNAH

STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS

MUSCOGEE COUNTY SCHOOL DISTRICT

COLUMBUS, MUSCOGEE COUNTY, GEORGIA

7352 GARRETT ROAD

EMC PROJECT# 23-7008

AARON COHN MIDDLE SCHOOL

1 ADDENDUM 2 11/22/23

- - -NOVEMBER 2023

UTILITY LOCATION DISCLAIMER

THE UTILITIES ARE SHOWN AS PER THE LOCATION OF POLES, MANHOLES, VALVES,

PEDESTALS, ETC., EXISTING DRAWINGS AND INFORMATION PROVIDED BY UTILITY

PERSONNEL. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.

THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE

THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE

LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPNR-05-23-000910

SHEET INDEX

Sheet

Number Sheet Title

C01 COVER

C02 GENERAL NOTES

C03 EXISTING CONDITIONS & DEMOLITION PLAN

C04 FOOTBALL SITE PLAN

C05 SOCCER SITE PLAN

C06 PAVING, GRADING & DRAINAGE PLAN

C07 IRRIGATION PLAN

C08 CONSTRUCTION DETAILS

C09 CONSTRUCTION DETAILS

EC01 ESPC COVER

EC02 EROSION CONTROL PLAN - INITIAL PHASE

EC03 EROSION CONTROL PLAN - INTERMEDIATE

PHASE

EC04 EROSION CONTROL PLAN - FINAL PHASE

EC05 HYDROLOGY PLAN

EC06 ESPC NOTES

EC07 ESPC DETAILS

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

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DATE:

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

M ac on R d.

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23-7008

CDS

EMC

1/17/23

JDW

NO SCALE

11/22/23

C02

D U

PROJECT DESCRIPTION:

1. THE DEVELOPER'S INTENT IS TO CONDUCT FIELD RENOVATIONS FOR AARON COHN MIDDLE SCHOOL.

2. AN EXISTING CONDITIONS / TOPOGRAPHIC SURVEY OF THESE PARCELS WERE PERFORMED BY EMC

ENGINEERING SERVICES, INC ON JANUARY 17, 2023.

3. NO GEOTECHNICAL REPORT OF THE PROJECT SITE IS AVAILABLE.

4. NO ENVIRONMENTAL SITE ASSESSMENT OF THE PROJECT SITE WAS PREPARED.

5. THE TOTAL PARCEL AREAS IS: 25.0 ACRES.

THE TOTAL DISTURBED AREA IS: 0.3 ACRES.

6. THE PROJECT IS LOCATED AT: AARON COHN MIDDLE SCHOOL: 7352 GARRETT ROAD, MIDLAND, GA 31820

7. EMC REVIEWED THE U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLAND INVENTORY (NWI) MAP, WHICH DOCUMENTED THAT THERE ARE REGULATED WETLANDS ON THE SUBJECT PROPERTY OR ADJOINING

PROPERTIES. CONSTRUCTION SHALL NOT IMPACT THESE WETLANDS.

8. THERE ARE NO WATERS OF THE STATE PRESENT WITHIN 200 FEET OF THE DISTURBED AREA.

9. THERE ARE NO IMPAIRED STREAM SEGMENTS WITHIN ONE MILE OF THE PROJECT SITE.

10. THE INITIAL RECEIVING WATER FOR STORMWATER RUNOFF FROM AARON COHN MIDDLE SCHOOL IS AN

UNNAMED TRIBUTARY OF DOZIER CREEK, A WARM WATER FISHERY.

11. THE PROPERTY OF AARON COHN SCHOOL IS LOCATED ON MAP NO. 1351580028F OF THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE: 9/5/07, AND SHOWS THIS PROPERTY IS NOT LOCATED IN A

DESIGNATED FLOOD HAZARD AREA.

12. THE POINT OF CONTACT FOR CIVIL SITE WORK FOR THIS PROJECT IS:

ENGINEER OF RECORD:

JOEL WOMACK

EMC ENGINEERING SERVICES, INC.

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

PHONE: (706) 565-5985

JOEL_WOMACK@EMC-ENG.COM

PROJECT MANAGER:

JOEL WOMACK

EMC ENGINEERING SERVICES, INC.

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

PHONE: (706) 565-5985

JOEL_WOMACK@EMC-ENG.COM

DEVELOPER/OWNER :

MUSCOGEE COUNTY SCHOOL DISTRICT

C/O WARD ODOM

2960 MACON ROAD

COLUMBUS, GA 31906

PHONE: (706) 748-2000

ODOM.JAMES.H@MUSCOGEE.K12.GA.US

13. TWENTY-FOUR HOUR CONTACT RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL:

JEFF BATTLES

(706) 573-4209

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND ALL WAYS, MEANS, AND METHODS OF

CONSTRUCTION.

2. THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS SHALL BE PROVIDED WHERE

CONSTRUCTION OPERATIONS ABUT PUBLIC THROUGH-FARES AND ADJACENT PROPERTY.

3. THE CONTRACTOR WILL COORDINATE THE WORK WITH THE UTILITY COMPANIES AND WILL VERIFY ALL

EXISTING PIPE INVERTS AND EXISTING ROAD ELEVATIONS PRIOR TO CONSTRUCTION.

4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE

OBTAINED AND IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

5. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED AND DO NOT BIND THE ENGINEER IN ANY WAY.

6. UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED ON GROUND MARKINGS BY OTHERS. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VISIBLE EVIDENCE OF UTILITY STRUCTURES OBSERVED DURING THE COURSE OF THE FIELD SURVEY IS SHOWN HEREON.

7. PRIOR TO INSTALLATION OF ANY UTILITY LINES, THE CONTRACTOR SHALL GIVE THE UTILITY COMPANIES THREE (3) WORKING DAYS NOTICE TO ALLOW TIME FOR EXISTING UTILITIES TO BE STAKED. BEFORE CALLING

(811) THE CONTRACTOR SHALL HAVE THE FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST STREET INTERSECTIONS, TYPE OF WORK (SEWER, WATER, PAVING, ETC.) YOUR COMPANY NAME, TELEPHONE NUMBER, OWNER'S NAME, DATE AND TIME YOU EXPECT TO COMMENCE CONSTRUCTION, AND WHERE AND HOW YOU CAN BE REACHED AND THE BEST TIME TO CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY

VARIANCES PRIOR TO COMMENCEMENT OF WORK OR PURCHASING ANY MATERIALS.

8. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA THAT IS AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED AND WASTED, AND/OR GRADED AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS AND SPECIFICATIONS DOES NOT IN ANY WAY GUARANTEE THE AMOUNT OR NATURE OF THE MATERIAL WHICH

MAY BE ENCOUNTERED.

9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE PAVED, SHALL BE GRASSED WITH PERMANENT SEEDING OR

PLANTED WITH PERMANENT VEGETATION, EXCEPT WHERE PROPOSED CONSTRUCTION INDICATES

OTHERWISE.

10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND FURNISHING OF BORROW MATERIAL AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL

DEBRIS AND ORGANIC MATERIAL.

11. ALL ITEMS REMOVED FROM THE PROJECT WHICH ARE NOT TO BE REUSED SHALL BE MOVED TO A LOCATION

APPROVED BY THE OWNER.

12. ALL STRIPING AND SIGNS SHALL BE IN CONFORMITY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION.

13. ANY SURVEY MARKER OR MONUMENTS DISTURBED DURING CONSTRUCTION REQUIRES RE-ESTABLISHMENT BY A SURVEYOR LICENSED IN THE STATE THE PROJECT RESIDES IN AT THE CONTRACTOR'S EXPENSE.

14. ANY INFORMATION BY THE GOVERNING AGENCY, INCLUDING BUT NOT LIMITED TO STANDARDS, REQUIREMENTS, SPECIFICATIONS, NOTES, AND DETAILS, SHALL SUPERCEDE IF THERE IS ANY CONFLICTING

INFORMATION HEREIN.

15. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IN WRITING, AND SHALL NOT COMMENCE OPERATION UNTIL CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

GRATE INLET

GRATE INLET WITH HOOD

DOUBLE WING CURB INLET

WEIR INLET

STORM MANHOLE

FLARED END SECTION

TOPOGRAPHY

RIPRAP< <

CONTOUR & LABELS

DITCH/SWALE

150150.00 STORM SEWER

PROPOSED FEATURES LEGEND

PROPERTY

EASEMENT

SETBACKSRW

PROPERTY LINE

RIGHT OF WAY

FIRE WATER LINE

AERIAL POWER

AERIAL TELEPHONE

AERIAL CABLE

BURIED POWER

BURIED TELEPHONE

BURIED CABLE

NATURAL GAS

WWATER LINE

TSAERIAL TRAFFIC SIGNAL

BURIED TRAFFIC SIGNAL

FM>FORCEMAIN

SSSANITARY SEWER

POWER POLE

LIGHT POLE

SANITARY CLEANOUT

SANITARY MANHOLE

BACKFLOW PREVENTER

FIRE DEPARTMENT

CONNECTION

FIRE HYDRANT

REDUCED PRESSURE

ZONE ASSEMBLY

WATER METER

VALVE

WMFDC

BFP

PP RPZ

UTILITIES

EROSION CONTROL

X X X

XX XX XX

ORANGE BARRIER

FENCING

SILT FENCE (SINGLE ROW)

SILT FENCE (DOUBLE

ROW)

BUFFER

DIVERSION BERM &

SWALE

LIMITS OF DISTURBANCE

PAVEMENT HATCHING

HEAVY DUTY ASPHALT PAVING

ASPHALT PAVING

HEAVY DUTY CONCRETE PAVING

CONCRETE PAVING

HEAVY DUTY GRAVEL PAVING

GRAVEL PAVING

UNPAVED WALKWAY

UNPAVED ROADWAY

DEMOLITION

AREA

DELINEATION X X X X

EXISTING FEATURES LEGEND

SYMBOLS

BMS

CMS

CNS

CPT

DHS

HBS

HTS

IPS

MNS

PKS

RBS

RRSS

RWMS

LINETYPES

ABBREVIATIONS

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

MISC. OBJECTS

PROPOSED FENCE O O

SPNR-05-23-000910

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LIMITS OF DISTURBANCE

101.8'

199.7'

14.4'

REMOVE ±125 SF OF CONCRETE WALKWAY

REMOVE ±730 SF OF CONCRETE WALKWAY

REMOVE ±60 SF OF CONCRETE WALKWAY

REMOVE EXISTING GOAL POST

REMOVE EXISTING GOAL POST AND NET

REMOVE EXISTING CHAINLINK FENCE AND GATE1

REMOVE ±795 SF OF CONCRETE WALKWAY

REMOVE EXISTING CHAINLINK FENCE

REMOVE EXISTING SCOREBOARD

CONTRACTOR TO FIELD VERIFY

EXISTING MAIN LOCATION

SHEET

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CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

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JDW

1" = 30' 11/22/23

C03

30' 30'

30'

15'

D U

DEMOLITION AND EXISTING CONDITIONS NOTES

1. THE CONTRACTOR SHALL PROVIDE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER BY CALLING 811 IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR

CONSTRUCTION.

2. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES PROVIDED BY THE SURVEYOR. NO EXCAVATIONS OR SUBSURFACE LOCATING SERVICES

WERE MADE DURING THE PERFORMANCE OF THE TOPOGRAPHIC SURVEY TO LOCATE / IDENTIFY

BURIED UTILITIES / STRUCTURES. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING DEMOLITION

AND/OR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL BE RESPONSIBLE FOR THE PROPER FIT OF ALL COMPONENTS. SOME DIMENSIONS AND CONDITIONS MAY VARY. NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.

5. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BARRIERS & WARNINGS TO LIMIT ACCESS TO

PROJECT AREA TO ONLY THOSE PERSONNEL AUTHORIZED BY THE CONTRACTOR. SAFE PASSAGE

SHALL BE MAINTAINED FOR PEDESTRIANS TO AREAS ADJACENT TO THE PROJECT SITE AS REQUIRED.

6. ALL ITEMS REMOVED OR DEMOLISHED BY THE CONTRACTOR, WHICH ARE NOT LISTED BY THE SPECIAL PROVISIONS, OR HEREIN, TO BE TURNED OVER TO THE OWNER, SHALL BECOME THE PROPERTY OF THE

CONTRACTOR & SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY FOR PROPER DISPOSAL.

7. DEMOLITION ACTIVITIES ARE NOT EXPECTED TO INCLUDE THE REMOVAL OF HAZARDOUS MATERIALS. IN

THE EVENT THAT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, CONTRACTOR

SHALL NOTIFY ENGINEER IN WRITING OF THE MATERIAL AND LOCATION.

8. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO SCHEDULE ALL UTILITY

& SERVICE INTERRUPTIONS TO OCCUPIED PORTIONS OF THE SITE.

9. CONTRACTOR SHALL REMOVE TREES AS INDICATED ON CIVIL PLANS. CONTRACTOR SHALL USE CAUTION DURING ALL CONSTRUCTION ACTIVITIES TO PROTECT ALL TREES, SHRUBS AND OTHER VEGETATION THAT ARE NOT INDICATED TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE CLEAN-UP, CLEARING AND GRUBBING PER SPECIFICATIONS. ALL TREES THAT HAVE A MARKETABLE VALUE SHALL BE SALVAGED. CONTRACTOR SHALL COORDINATE WITH OWNER AS TO THE

TREES TO BE RELOCATED OR SOLD.

10. ALL TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH TREE PROTECTION FENCING AS INDICATED

ON THE CIVIL PLANS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. NO ABOVE OR

BELOW-GROUND DISTURBANCE OF ANY KIND SHALL OCCUR WITHIN THE TREE PROTECTION FENCING, NOR ANY PARKING, STOCK-PILING, BURNING ETC. SEE PLANS FOR TREE PROTECTION FENCING.

11. REQUIRED DEMOLITION IS NOTED ON PLANS, SECTIONS AND DETAILS. ADDITIONAL DEMOLITION AND REPAIR MAY BE REQUIRED. FAILURE TO NOTE SUCH WORK SHALL NOT BE THE BASIS FOR CONTRACT

MODIFICATIONS OR ADDITIONS.

12. WHERE ASPHALT OR CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT

THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN EDGE.

13. AT THE END OF EACH DAY'S WORK, REMOVE ANY DEBRIS (RESULTING FROM CONTRACTOR'S

DEMOLITION OPERATIONS) THAT IS NOT WITHIN THE CONTRACTOR CONSTRUCTION LIMITS.

14. ALL PROPOSED AND EXISTING PAVEMENT AND CURB TO REMAIN SHALL BE PROTECTED. IF DAMAGED, IT SHALL BE REPLACED OR REPAIRED PROMPTLY TO MEET STATE AND LOCAL REQUIREMENTS AT THE

CONTRACTOR'S EXPENSE.

15. CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS

ENCOUNTERED DURING CONSTRUCTION ACTIVITIES.

HATCH LEGEND:

EXISTING CONCRETE

EXISTING CHAINLINK FENCE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING

DEMOLITION

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PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPECIAL NOTES:

SAWCUT TO ENSURE SMOOTH TRANSITION1

START/STOP FENCE LINE REMOVAL2

SPNR-05-23-000910

EXISTING IRRIGATION SYSTEM TO BE REMOVED3 1

<10 <20 <30 <40 50

<10<20<30<4050 10> 20> 30> 40>

10>20>30>40>

360'

30'

140'

300'

25'

50'

40'

50'

140'

RESTRICTED AREA

TEAM BOX

RESTRICTED AREA

TEAM BOX

GOAL POST

15'

36'

30'

OOO

OOOOO

CHEERLEADING AREA

N: 928271.07 E: 2094081.53

N: 928263.07 E: 2094281.37

N: 928054.79 E: 2094359.02

N: 928058.87 E: 2094257.10

N: 928030.45 E: 2094204.79

N: 928031.97 E: 2094168.82

N: 928086.41 E: 2093953.88

N: 928085.68 E: 2093958.83

N: 928091.38 E: 2093954.40

N: 928114.09 E: 2093947.75

N: 928125.74 E: 2093914.44

N: 928130.66 E: 2093915.39

N: 928128.29 E: 2093945.23

N: 928213.36 E: 2093983.15

N: 928221.38 E: 2093985.36

N: 928157.81 E: 2093946.32

N: 928302.89 E: 2093993.88

N: 928315.99 E: 2094072.00

N: 928405.14 E: 2094013.69

N: 928406.53 E: 2094006.51

N: 928389.86 E: 2094003.18

N: 928388.42 E: 2094010.41

N: 928174.68 E: 2093989.53 N: 928170.08

E: 2094177.50

N: 928159.62 E: 2094365.23

N: 928244.30 E: 2094000.32 N: 928229.89

E: 2094360.03

N: 928090.00 E: 2094354.43

N: 928104.42 E: 2093994.72

LIMITS OF DISTURBANCE

FIELD OUTLINE FOR INFORMATIONAL USE ONLY

N: 928289.69 E: 2094075.59

N: 928272.46 E: 2094048.10

N: 928338.74 E: 2093995.78

N: 928247.22 E: 2093917.67

N: 928233.79 E: 2093938.78

N: 928254.68 E: 2093952.9511

LIMITS OF DISTURBANCE

GOAL POST

LIMITS OF DISTURBANCE

20' 9'

NEW FIELD GOAL/ NET TO BE INSTALLED

INSTALL NEW SCOREBOARD

N: 928057.40 E: 2094159.20

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

SHEET

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SURVEY DATE:

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SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

M ac on R d.

, S ui te

C ol um bu s, G

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Fa x:

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23-7008

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EMC

1/17/23

JDW

1" = 30' 11/22/23

C04

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SITE LAYOUT AND STAKING NOTES

1. THE CONTRACTOR SHALL PROVIDE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER BY CALLING 811 IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR

CONSTRUCTION.

2. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES PROVIDED BY THE SURVEYOR. NO EXCAVATIONS OR SUBSURFACE LOCATING SERVICES

WERE MADE DURING THE PERFORMANCE OF THE TOPOGRAPHIC SURVEY TO LOCATE / IDENTIFY

BURIED UTILITIES / STRUCTURES. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING DEMOLITION

AND/OR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, BUFFERS, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION.

6. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN

FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS.

7. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB WHERE CURB & GUTTER IS PRESENT. ALL OTHER DIMENSIONS ARE MEASURED TO EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECTURAL PLANS AS TO THE BUILDING LAYOUT AND DIMENSIONS.

8. ALL NEW ASPHALT AND/OR CONCRETE PAVING SHALL HAVE A SMOOTH TRANSITION TO EXISTING

PAVEMENT.

9. ALL SIGNS AND UTILITY MARKERS REMOVED/DISTURBED DURING CONSTRUCTION SHALL BE

REINSTALLED UNLESS NOTED OTHERWISE ON PLANS.

10. ALL HANDICAP ACCESSIBLE SITE IMPROVEMENTS INCLUDING HANDICAP PARKING SPACES AND

ACCESSIBLE ROUTES SHALL CONFORM WITH THE AMERICANS WITH DISABILITY ACT DESIGN

GUIDELINES AND SPECIFICATIONS, LATEST EDITION, AND ANY ADDITIONAL FEDERAL, STATE, AND LOCAL

CODES, REQUIREMENTS, AND REGULATIONS.

11. ALL PARKING STRIPING SHALL BE 5" PAINTED WHITE UNLESS NOTED OTHERWISE. ALL PAINT TO BE

WATERBORNE TRAFFIC PAINT THAT IS ENVIRONMENTALLY FRIENDLY.

12. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE STATE'S DEPARTMENT OF TRANSPORTATION AND

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.

13. AT THE END OF EACH DAY'S WORK, REMOVE/RELOCATE ANY DEBRIS AND/OR CONSTRUCTION

MATERIALS THAT IS NOT WITHIN THE CONTRACTOR CONSTRUCTION LIMITS.

14. ALL PROPOSED AND EXISTING PAVEMENT AND CURB TO REMAIN SHALL BE PROTECTED. IF DAMAGED, IT SHALL BE REPLACED PROMPTLY TO MEET STATE AND LOCAL REQUIREMENTS AT THE CONTRACTOR'S

EXPENSE.

15. CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS

ENCOUNTERED DURING CONSTRUCTION ACTIVITIES.

16. CONTRACTOR IS REQUIRED TO PROVIDE FIELD PYLONS AND ADDITIONAL EQUIPMENT.

17. ALL FIELD LAYOUTS SHALL BE COMPLETED UNDER THE SUPERVISION OF A PROFESSIONAL LAND

SURVEYOR IN THE STATE OF GEORGIA.

HATCH LEGEND:

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING

Know what's below.

www.Georgia811.com

Call before you dig.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPECIAL NOTES:

ENSURE SMOOTH TRANSITION

INSTALL ±125 SF CONCRETE ADA HANDICAP RAMP

INSTALL ±410 SF CONCRETE ADA HANDICAP RAMP WITH HANDRAILS

INSTALL ±895 SF CONCRETE ADA ACCESSIBLE SIDEWALK

INSTALL ±1080 SF CONCRETE PAD FOR BLEACHERS (SEE PROJECT MANUAL FOR DETAILS)

INSTALL ±120 SF CONCRETE PAD

INSTALL ALLEN BLOCK RETAINING WALL

INSTALL ±88 LF HANDRAIL8

INSTALL ±230 LF 6 FT CHAINLINK FENCE9

INSTALL ±130 LF 6 FT CHAINLINK FENCE10

INSTALL ±795 SF CONCRETE ADA ACCESSIBLE SIDEWALK11

INSTALL ±320 SF CONCRETE ADA ACCESSIBLE SIDEWALK12

SPNR-05-23-000910

PARKING NOTE:

AARON COHEN MIDDLE SCHOOL HAS 50 CLASSROOMS / OFFICES. GIVEN THE REQUIRED NUMBER OF PARKING SPACES IS TWO PER CLASSROOM, THE FACILITIES NEEDS ±100 PARKING SPACES IN TOTAL.

PARKING REQUIRED:

2 SPACES PER EACH CLASSROOM

50 CLASSROOMS X 2 SPACES = 100 SPACES

TOTAL REQUIRED SPACES = 100 SPACES ± 10%

MINIMUM: 90 SPACES

MAXIMUM: 110 SPACES

EXISTING SPACES = 105 SPACES

ADDITIONAL SPACES ADDED = 4 SPACES

TOTAL PROPOSED SPACES = 109 SPACES

PYLON (4"x4"x18")13

INSTALL HANDICAP STRIPING, WHEELSTOP AND SIGN14

INSTALL DETECTABLE WARNING TILES15

60' 60'

R30' R0.75'

R3'

10'

54'

180'

126'

54'180'

GOAL POST

PENALTY MARK GOAL

GOAL AREA

TOUCH LINE

TEAM AND COACHING AREA

GOAL LINE

54'

122' 30'

18'

60'

24'

R30' 160'

PENALTY AREA

15'

36'

30'

OOO

OOOOO

N: 928244.30 E: 2094000.32

N: 928271.07 E: 2094081.53

N: 928263.07 E: 2094281.37

N: 928229.89 E: 2094360.03

N: 928054.79 E: 2094359.02

N: 928058.87 E: 2094257.10

N: 928030.45 E: 2094204.79

N: 928031.97 E: 2094168.82

N: 928086.41 E: 2093953.88

N: 928085.68 E: 2093958.83

N: 928091.38 E: 2093954.40

N: 928114.09 E: 2093947.75

N: 928125.74 E: 2093914.44

N: 928130.66 E: 2093915.39

N: 928128.29 E: 2093945.23

N: 928213.36 E: 2093983.15

N: 928221.38 E: 2093985.36

N: 928157.81 E: 2093946.32

N: 928302.89 E: 2093993.88

N: 928315.99 E: 2094072.00

N: 928405.14 E: 2094013.69

N: 928406.53 E: 2094006.51

N: 928389.86 E: 2094003.18

N: 928388.42 E: 2094010.41

N: 928174.68 E: 2093989.53 N: 928170.08

E: 2094177.50

N: 928159.62 E: 2094365.23

N: 928090.00 E: 2094354.43

N: 928104.42 E: 2093994.72

360'

140'

LIMITS OF DISTURBANCE

FIELD OUTLINE FOR INFORMATIONAL USE ONLY

N: 928289.69 E: 2094075.59

N: 928272.46 E: 2094048.10

N: 928338.74 E: 2093995.78

N: 928247.22 E: 2093917.67

N: 928233.79 E: 2093938.78

N: 928254.68 E: 2093952.9511

LIMITS OF DISTURBANCE

GOAL POST

LIMITS OF DISTURBANCE

20' 9'

INSTALL NEW SCOREBOARD

N: 928057.40 E: 2094159.20

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

S G

• S

R O

O M

E N

N D

C C

T R

C O

S, M U

C O

U N

, G

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

1" = 30' 11/22/23

C05

30' 30'

30'

15'

D U

SITE LAYOUT AND STAKING NOTES

1. THE CONTRACTOR SHALL PROVIDE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER BY CALLING 811 IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR

CONSTRUCTION.

2. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES PROVIDED BY THE SURVEYOR. NO EXCAVATIONS OR SUBSURFACE LOCATING SERVICES

WERE MADE DURING THE PERFORMANCE OF THE TOPOGRAPHIC SURVEY TO LOCATE / IDENTIFY

BURIED UTILITIES / STRUCTURES. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING DEMOLITION

AND/OR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, BUFFERS, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION.

6. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN

FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS.

8. ALL NEW ASPHALT AND/OR CONCRETE PAVING SHALL HAVE A SMOOTH TRANSITION TO EXISTING

PAVEMENT.

9. ALL SIGNS AND UTILITY MARKERS REMOVED/DISTURBED DURING CONSTRUCTION SHALL BE

REINSTALLED UNLESS NOTED OTHERWISE ON PLANS.

10. ALL HANDICAP ACCESSIBLE SITE IMPROVEMENTS INCLUDING HANDICAP PARKING SPACES AND

ACCESSIBLE ROUTES SHALL CONFORM WITH THE AMERICANS WITH DISABILITY ACT DESIGN

GUIDELINES AND SPECIFICATIONS, LATEST EDITION, AND ANY ADDITIONAL FEDERAL, STATE, AND LOCAL

CODES, REQUIREMENTS, AND REGULATIONS.

11. ALL PARKING STRIPING SHALL BE 5" PAINTED WHITE UNLESS NOTED OTHERWISE. ALL PAINT TO BE

WATERBORNE TRAFFIC PAINT THAT IS ENVIRONMENTALLY FRIENDLY.

12. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE STATE'S DEPARTMENT OF TRANSPORTATION AND

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.

13. AT THE END OF EACH DAY'S WORK, REMOVE/RELOCATE ANY DEBRIS AND/OR CONSTRUCTION

MATERIALS THAT IS NOT WITHIN THE CONTRACTOR CONSTRUCTION LIMITS.

14. ALL PROPOSED AND EXISTING PAVEMENT AND CURB TO REMAIN SHALL BE PROTECTED. IF DAMAGED, IT SHALL BE REPLACED PROMPTLY TO MEET STATE AND LOCAL REQUIREMENTS AT THE CONTRACTOR'S

EXPENSE.

15. CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS

ENCOUNTERED DURING CONSTRUCTION ACTIVITIES.

16. CONTRACTOR IS REQUIRED TO PROVIDE FIELD PYLONS AND ADDITIONAL EQUIPMENT.

17. ALL FIELD LAYOUTS SHALL BE COMPLETED UNDER THE SUPERVISION OF A PROFESSIONAL LAND

SURVEYOR IN THE STATE OF GEORGIA.

HATCH LEGEND:

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING

Know what's below.

www.Georgia811.com

Call before you dig.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPNR-05-23-000910

SPECIAL NOTES:

ENSURE SMOOTH TRANSITION

INSTALL ±125 SF CONCRETE ADA HANDICAP RAMP

INSTALL ±410 SF CONCRETE ADA HANDICAP RAMP WITH HANDRAILS

INSTALL ±895 SF CONCRETE ADA ACCESSIBLE SIDEWALK

INSTALL ±1080 SF CONCRETE PAD FOR BLEACHERS (SEE PROJECT MANUAL FOR DETAILS)

INSTALL ±120 SF CONCRETE PAD

INSTALL ALLEN BLOCK RETAINING WALL

INSTALL ±88 LF HANDRAIL

INSTALL ±230 LF 6 FT CHAINLINK FENCE

INSTALL ±130 LF 6 FT CHAINLINK FENCE

INSTALL ±795 SF CONCRETE ADA ACCESSIBLE SIDEWALK

INSTALL ±320 SF CONCRETE ADA ACCESSIBLE SIDEWALK

PYLON (4"x4"x18")1

INSTALL HANDICAP STRIPING, WHEELSTOP AND SIGN

INSTALL DETECTABLE WARNING TILES15

GOAL POST

OOO

OOOOO

5.3%

2.0%

3.9%

7.4% 4.8%1.9%

1.8%

1.2%

1.7%

1.6%

1.9%

2.4%

LIMITS OF DISTURBANCE

FIELD OUTLINE FOR INFORMATIONAL USE ONLY

LIMITS OF DISTURBANCE

GOAL POST

LIMITS OF DISTURBANCE

463.61

458.23

459.31

459.29459.51

458.66

TOP: 461.00

BOT: 461.00

TOP: 461.00

BOT: 459.00

457.92

458.01

463.71

463.69

465.57

465.59 467.91

467.99

467.48

467.55

467.43

467.47

456.00 456.00

455.85455.85

455.88

470.22

470.15 470.93

471.57 471.58

471.46

461.52

461.59 462.34

462.39

IMPROVE EXISTING DRY SWALE

TOP: 459.41

BOT: 458.05

INSTALL NEW SCOREBOARD

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

S G

• S

R O

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N D

G , G

T R

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C O

U N

, G

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

1" = 30' 11/22/23

C06

30' 30'

30'

15'

D U

GRADING AND DRAINAGE NOTES

1. THE CONTRACTOR SHALL PROVIDE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER BY CALLING 811 IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR

CONSTRUCTION.

2. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES PROVIDED BY THE SURVEYOR. NO EXCAVATIONS OR SUBSURFACE LOCATING SERVICES

WERE MADE DURING THE PERFORMANCE OF THE TOPOGRAPHIC SURVEY TO LOCATE / IDENTIFY

BURIED UTILITIES / STRUCTURES. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING DEMOLITION

AND/OR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

5. ALL SUITABLE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 INCHES & COMPACTED TO

95% OF MAX. DRY DENSITY OF STANDARD PROCTOR.

6. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL DEBRIS AND ORGANIC MATERIAL

7. CONTRACTOR TO FILL AND/OR EXCAVATE AS REQUIRED FOR INSTALLATION OF ALL PROPOSED FEATURES. FINAL GRADES SHALL BE FLUSH WITH EDGE OF ASPHALT, SIDEWALK, AND/OR BACK OF CURB AND GRADED TO ENSURE POSITIVE DRAINAGE. PONDING OF STORMWATER SHALL NOT OCCUR.

8. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES, ETC.) TO FINISH GRADE ELEVATIONS. FAILURE TO NOTE SUCH WORK SHALL NOT BE THE BASIS FOR CONTRACT

MODIFICATIONS OR ADDITIONS.

9. ALL PROPOSED AND EXISTING PAVEMENT AND CURB TO REMAIN SHALL BE PROTECTED. IF DAMAGED, IT SHALL BE REPLACED PROMPTLY TO MEET STATE AND LOCAL REQUIREMENTS AT THE CONTRACTOR'S

EXPENSE.

10. CARE SHALL BE TAKEN NEAR EXISTING TREES, SHRUBS, AND OTHER VEGETATION WHICH ARE TO

REMAIN SO AS TO NOT CAUSE INJURY TO ROOT SYSTEMS OR TRUNKS.

11. AT THE END OF EACH DAY'S WORK, REMOVE ANY DEBRIS, MATERIAL, ETC. (RESULTING FROM

CONTRACTOR'S GRADING OPERATIONS) THAT IS NOT WITHIN THE CONTRACTOR CONSTRUCTION

LIMITS.

12. ALL DISTURBED AREAS OF THE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY

APPEALING SURFACE WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES.

13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SITE IS ADA ACCESSIBLE AS

REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT.

14. FINISH GRADE ELEVATIONS INDICATE EDGE OF PAVEMENT/TOP OF PAVEMENT UNLESS OTHERWISE

NOTED.

15. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION.

16. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE PROPOSED

ELEVATIONS, CONTOURS, AND THE DRAINAGE SLOPE ARROWS.

17. MAXIMUM SIDEWALK CROSS SLOPE IS 2%. MAXIMUM LONGITUDINAL SLOPE ALONG AN ACCESSIBLE SIDEWALK IS 5%. MAXIMUM PAVEMENT SLOPE IN HANDICAP PARKING AREA AND ACCESS AISLE IS 2% IN

ANY DIRECTION. MAXIMUM HANDICAP RAMP SLOPE IS 12H:1V.

18. CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS

ENCOUNTERED DURING CONSTRUCTION ACTIVITIES.

Know what's below.

www.Georgia811.com

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HATCH LEGEND:

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPNR-05-23-000910

OOOOO

LIMITS OF DISTURBANCE

W W

2 12"

2 12"2"

2 12"

BOOSTER PUMP

(IF REQUIRED, SEE IRRIGATION NOTE 6)

1 12"

2 12"

2 12" 2 12"

2 12"

2 12" C

IRRIGATION CONTROL

BOX AT SCORE BOARD

FIELD OUTLINE FOR INFORMATIONAL USE ONLY

4 5

LIMITS OF DISTURBANCE

GOAL POST

LIMITS OF DISTURBANCE

INSTALL NEW SCOREBOARD

QUICK COUPLING VALVE, TYP.

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

S G

• S

R O

O M

E N

N D

N P

T R

C O

S, M U

C O

U N

, G

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

1" = 30' 11/22/23

C07

30' 30'

30'

15'

D U

Know what's below.

www.Georgia811.com

Call before you dig.

SPRINKLER HEAD

(SPRAY PATTERN)

ZONE LINE

(SIZE VARIES)

MAINLINE

(SIZE VARIES)

IRRIGATION KEY:

CONTROLLER (LOCATION TBD BY OWNER)C

ROTOR POP-UP SPRINKLER

SCALE: N.T.S.

ZONE # GPM (60 PSI) SPRINKLER TYPE VALVE SIZE

60.0

48.0

NOZZLE

ZONE SCHEDULE

RB-8005 2" 12

RB-8005

4 60.0 RB-8005

5 60.0 RB-8005 12

2" 2"

IRRIGATION NOTES:

1. IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC AND SHALL BE INSTALLED PER RAINBIRD'S ESP-LXD 2-WIRE DECODER SYSTEM DESIGN GUIDE. EXACT LOCATIONS OF PIPING, SPRINKLER HEADS, VALVES

AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF

INSTALLATION.AND IN COORDINATION WITH THE LANDSCAPE PLAN.

2. CONTRACTOR SHALL SUPPLY ALL NECESSARY MATERIALS, EQUIPMENT, AND METHODS OF INSTALLATION

TO SATISFACTORILY COMPLETE AN IRRIGATION SYSTEM FOR THE SITE AS SHOWN AND SHALL

COMPLY WITH ALL APPLICABLE CODES AND STANDARDS.

3. A BACKFLOW PREVENTER AS REQUIRED BY CITY / COUNTY SHALL BE INSTALLED.

4. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY UTILITY LINES

DAMAGED DURING INSTALLATION.

5. SYSTEM DESIGNED TO RUN @ 60 PSI HEAD PRESSURE.

6. CONTRACTOR SHALL CHECK FOR ADEQUATE WATER LINE SIZE (2 12") AND WATER PRESSURE AT POINT OF

CONNECTION (80 PSI) AND IF INSUFFICIENT CONTACT A RAIN BIRD REPRESENTATIVE FOR

APPROPRIATE BOOSTER PUMP REQUIRED.

- FLOW TEST SHOULD BE CONDUCTED PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.

7. SPRINKLERS SHALL BE RAINBIRD 8005-PRS SERIES WITH #12 NOZZLES AND SOD CUPS.

8. VALVES SHALL BE RAINBIRD PGA SERIES ANGLE ELECTRIC. (INSTALLED WITH FD-101 DECODERS IN

VB-STD VALVE BOXES)

9. WIRE SHALL BE LOCKING MAXICABLE TWO-WIRE W/ 2" CONDUIT.

10 IRRIGATION SYSTEM CONTROLLER SHALL BE RAINBIRD ESP-LXD 50 STATION 2-WIRE DECODER

CONTROLLER.

11. PLASTIC PIPE SHALL BE MINIMUM SCHEDULE 40 PVC, ASTM D2241, ALL FITTINGS AND SLEEVES SHALL BE

SCHEDULE 40 PVC ASTM D2241. FLEXIBLE POLYETHENE PIPE RATED AT 100 PSI MINIMUM.

12. A RAIN SENSOR SHALL BE INSTALLED INTO THE SYSTEM.

13. MAINLINE BURIAL SHALL BE 18"", LATERAL BURIAL 18".

14. WHENEVER POSSIBLE, MAINLINE AND LATERAL WILL BE BURED IN THE SAME TRENCH.

15. 4" PVC SLEEVES AS NEEDED BY GENERAL CONTRACTOR, 24" BURIAL.

16. CONTRACTOR SHALL INSTALL A DRAIN VALVE AT THE LOW POINT IN THE SYSTEM.

17. IRRIGATION CONTRACTOR SHALL SUBMIT AS-BUILT AND OPERATIONAL PROCEDURES TO GENERAL

CONTRACTOR.

18. WATERING SCHEDULE:

ALL ZONES: EVERY OTHER DAY FOR 30 MINUTES

(TO BE ADJUSTED AS REQUIRED)

19. GUARANTEE: THE IRRIGATION CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, FIXTURES, AND IRRIGATION EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL REPLACE ANY PART OR PARTS FOUND TO BE DEFECTIVE WITHIN THE PERIOD OF GUARANTEE AT NO COST TO THE OWNER

EXCEPT REPAIRS OR REPLACEMENT NECESSITATED BY OTHERS.

20.QUICK COUPLING VALVES SHALL BE RAINBIRD 33DLRC (2 PIECE W/ LOCKING COVER) OR APPROVED

EQUAL.

QUICK COUPLING VALVE

SPNR-08-21-001690C

ESP-LXD_TWO-WIRE_DECODER_CONTROLLER

IN_PLASTIC_CABINETNTS

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE GDOT SPECIFICATIONS.

2. ADA COMPLIANT HANDICAP RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR DESIGNATED

CROSSWALK LOCATION AND MUST MEET OR EXCEED THE MOST CURRENT ADA STANDARDS AND THE

GDOT SPECIFICATIONS AT THE TIME OF CONSTRUCTION.

3. CONTRACTOR TO INSTALL 1/2" WIDE AND 1/4" DEEP TOOLED JOINT EVERY 5 FEET OR AS SHOWN ON THE PLAN. CONTRACTOR IS TO INSTALL 1/2" PRE-MOLDED EXPANSION JOINT MATERIAL THAT IS TRIM FLUSH WITH CONCRETE TOP EVERY 30' FEET, BETWEEN CONCRETE POURS OR AS SHOWN ON

THE PLANS.

4. ALL SIDEWALKS SHALL MEET ADA STANDARDS.

5. SIDEWALKS WITHIN R/W MUST BE A MINIMUM OF 5' WIDE, 5" THICK AND REINFORCED WITH

FIBERMESH.

FORMER OR SAWED CONTRACTION

JOINT, 3/4" DEEP. SPACED AT 5'

INTERVALS.

PLAN VIEW

(TYPICAL)

5'-0"

MEDIUM BROOM FINISH

S 5'

. 2% MAX.

CROSS

SLOPE

INSTALL 1/2" EXPANSION

JOINT EVERY 30 FT. FORMED

OR SAWCUT 1" DEEP

SECTION VIEW

12" COMPACTED SOIL SUB GRADE

98% STANDARD PROCTOR

4" - 3,000 PSI CONCRETE

TYPE 5

TYPE 4

CLASS "B"

CLASS "A"

O.D. + 2'-0"

MAX.

0.5xO.D. MIN.

1.25xO.D.

O.D.+8"MIN.

8"MIN.<21"Ø

12"MIN.>24"Ø

0.25xO.D.

4"MIN.

0.25xO.D.

PIPE BEDDED IN SAND,

GRAVEL OR CRUSHED

STONE TO A DEPTH OF

1/4 PIPE DIAMETER OR

4" MINIMUM. PLACE

1500 psi (MIN.)

CONCRETE TO 1/4 OF

PIPE DIAMETER ABOVE

PIPE INVERT TO 6"

ABOVE TOP OF PIPE.

PIPE BEDDED TO ITS

CENTERLINE IN

COMPACTED

GRANULAR MATERIAL,

4" MINIMUM UNDER

PIPE. COMPACTED

GRANULAR OR SELECT

MATERIAL++ TO 1'-0"

ABOVE TOP OF PIPE.

(APPROXIMATELY 90%

STANDARD PROCTOR,

AASHTO T-99.)

PIPE BEDDED IN SAND,

GRAVEL OR CRUSHED

STONE TO DEPTH OF

1/8 PIPE DIAMETER 4"

MINIMUM. BACKFILL

COMPACTED TO TOP

OF PIPE.

(APPROXIMATELY 80%

STANDARD PROCTOR,

AASHTO T-99.)

NOTE:

++ "LOOSE SOIL" OR "SELECT MATERIAL" IS DEFINED AS NATIVE SOIL EXCAVATED FROM THE

TRENCH, FREE OF ROCKS, FOREIGN MATERIAL AND FROZEN EARTH.

4" X 6 MIL, DRY TRAFFIC PAINT: PPG INDUSTRIES "TRAFFIC AND ZONE MARKING PAINT 11 LINE", GLIDDEN, "TRAFFIC ZONE PAINT", BENJAMIN MOORE, "IRON CLAD SAFETY ZONE PAINT" OR EQUAL.

COLOR: HANDICAP - BLUE STANDARD - WHITE

9' 9' 9' 9'

PARKING SIGN (TYPICAL) 2'

HANDICAP

PARKING

SPACE

HANDICAP

PARKING

SPACE

STRIPING 45° ANGLE

2' SPACING PARALLEL

VAN ACCESSIBLE HANDICAP

PIPE BEDDED TO TOP

OF PIPE IN

COMPACTED

GRANULAR MATERIAL,

4" MINIMUM UNDER

PIPE.

CONCRETE SIDEWALK DETAIL NOT TO SCALE

HANDICAP STRIPING DETAIL NOT TO SCALE

STANDARD PIPE LAYING CONDITIONS NOT TO SCALE

1'-0"

MIN.

SCORE TABLE SLAB DETAIL NOT TO SCALE

CORNER, END & PULL POST

REQUIRED AT ALL

TRUSS BRACING

10'-0" C TO C MAX.

SPECIFICATIONS:

* FINISH SHALL MATCH EXISTING FENCE

* 2" MESH

* 9 GAUGE

* 6' & 4' HIGH

36"

10" 8''

24''

1 5/8" OD SCH 40 2.27 LBS / FT

TOP RAIL

LINE POST 2" OD SCH 40

2.72 LBS / FT

1/2 FABRIC

HEIGHT

1 5/8" OD SCH 40 2.27 LBS / FT

BOTTOM RAIL

#7 GAUGE

TENSION WIRE

1" MAX

BOTTOM OF

FENCE LINE

STRETCHER

BAR BANDS

(MAX.

SPACING 12")

3" OD CORNER,

END OR PULL

POST SCH 40

5.79 LBS / FT

STRETCHER

BAR

TOP OF FABRIC

CONCRETE

FOOTING

NOT TO SCALE

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• W

R O

E N

N D

N C

O N

U C

N D

T R

C O

S, M U

C O

U N

, G

O N

C O

H N

S C

H O

O L

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

NO SCALE

11/22/23

C08

D U

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

7' -0

HANDICAP SIGN DETAIL NOT TO SCALE

PAVEMENT

EMBEDDED IN

#4 BARS, 12" LONG (2)

EACH END

BARS 12" FROM

2 HOLES FOR #4

LONG

2 - #3 BARS, 6`-6"

45°

STRIPE

PAINTED

4" WHITE

STALL

PARKING

CENTERLINE

2' A

A 6'

PLAN

SECTION A-A

WHEEL STOP DETAIL NOT TO SCALE

5' -0

U M

CHAINLINK FENCE DETAIL

1" RADIUS

3" 8" 8"

X X X X X4"

6"x6" - W1.4 x W1.4 WELDED WIRE

FABRIC OR FIBER MESH EQUIVALENT

4" - 3,000 PSI CONCRETE

12" COMPACTED SOIL

SUBGRADE, 98%

MODIFIED PROCTOR

1" IN 12"6"

SEE PLANS

1" BATTER

NORMAL

PITCHED

R2"

NOTES:

1. ALL CONCRETE SHALL BE 3000 PSI.

2. 1/2" INCH EXPANSION JOINTS SHALL BE LOCATED AT ALL RADIUS POINTS, TRAPS, COLD JOINTS AND

AT ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE STRUCTURES OR

INTERVALS NOT TO EXCEED 50'.

3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.

4. PITCHED GUTTER SHALL BE USED WHEN ADJACENT ASPHALT IS SLOPING AWAY FROM GUTTER.

5. 5 FOOT LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER AND PITCHED GUTTER, UNLESS OTHERWISE NOTED.

6. SUBBASE & BASE MATERIAL SHALL BE COMPACTED TO 100% MAX. DRY DENSITY AT STANDARD

PROCTOR AND INSPECTED BEFORE PLACING CONCRETE.

7. SUBBASE AND BASE SHALL MEET COUNTY SPECIFICATIONS AND THAT OF THE DESIGN ENGINEER.

1"R 6"

1" BATTER

SEE PLANS

R2"

SLOPE=SLOPE OFADJACENT PAVEMENT

2.35"

0.2"

0.9"

MAY VARY

0.45" TO 0.6"

SHALL BE A SQUARE GRID, EQUAL IN

BOTH DIRECTIONS. DOMES SHALL BE

ALIGNED IN THE DIRECTION OF THE

PEDESTRIAN TRAVEL AND DIRECTED

TOWARD RAMP ON OPPOSITE SIDE OF

THE STREET.

24"

4' MIN. OR

RAMP/LANDING WIDTH

ELEVATION

PLAN VIEW

TYP.

TILE SHALL BE "ARMOR-TILE" OR

EQUIVALENT AND YELLOW IN COLOR

WITHIN THE CITY RIGHT OF WAY.

LIMITS OF DETECTABLE

WARNING SURFACE.

RAMP CURB

(TYP.)

SIDEWALK

RAMP C

4'-0" MIN.

MIN.

RAMP SLOPE NOT TO

EXCEED 1:12 (TYP.)

5'-0" MIN.

ISOMETRIC VIEW OF RAMP

NOTES:

1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE,

AND LOCAL CODES AND SPECIFICATIONS.

2. SURFACES SHALL MEET THE GUIDELINES OF THE ADA STANDARDS FOR

ACCESSIBILITY, APPENDIX A, PART 36.

3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP.

4. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A

DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A

CENTER TO CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST

VISUALLY WITH THE ADJOINING SURFACES. IF THE SIDEWALK AND RAMP ARE

CONSTRUCTED OF CONCRETE, THE WARNING AREA SHALL BE YELLOW IN

COLOR.

5. WARNING AREA SHALL BE ARMOR-TILE OR EQUIVALENT DETECTABLE WARNING

TILE.

STANDARD CONCRETE CURB AND GUTTER NOT TO SCALE HANDICAP RAMP DETAIL NOT TO SCALE DETECTABLE WARNING STRIP DETAIL NOT TO SCALE

WHEEL STOP,

TYPICAL

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• W

R O

E N

N D

N C

O N

U C

N D

T R

C O

S, M U

C O

U N

, G

O N

C O

H N

S C

H O

O L

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

NO SCALE

11/22/23

C09

D U

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPNR-05-23-000910

WELL-GRADED GRANULAR WALL

ROCK 0.25 in TO 1.5 in (5 mm TO 38 mm)

LESS THAN 10% FINES

ALLAN BLOCK

WALL BATTER

FROM VERTICAL

4 in (100 mm) TOE DRAIN

PIPE VENTED TO DAYLIGHT

4 in (100 mm) HEEL DRAIN

PIPE VENTED TO DAYLIGHT

ALLAN BLOCK

UNIT

FINISHED GRADE

GEOGRID REINFORCEMENT

TYPE AND LENGTH VARIES

PER WALL DESIGN

EXTENDED LENGTH

MAY BE REQUIRED

DUE TO SITE OR

SEISMIC CONDITIONS

OPTIONAL ALLAN

BLOCK CAPSTONE

FINISHED GRADE

COMPACTION ZONE

(TO BACK OF CUT)

RETAINED SOIL

IMPERMEABLE FILL TO

MINIMUM THICKNESS OF

6 in (150 mm)

INFILL SOIL

SEE C05: PAVING, GRADING &

DRAINAGE PLAN FOR ELEVATIONS

8.0'

1.5" Ø TOP RAIL

1.5" Ø MID RAIL

1.5" Ø BOTTOM RAIL

1.5" Ø VERTICAL RAIL

NOTES:

1. POSTS AND RAILS SHALL BE WELDED 1.5" X 1.5" (11 GA.) SQ. STRUCTURAL

STEEL TUBE

2. ALL WELDS SHALL BE GROUND SMOOTH

3. PRIME AND PAINT ALL METAL (COLOR: BLACK)

4. MOUNTING:

4.1. CORE POCKET: CORE DRILL 9.0" DEEP HOLE, AT LEAST 1.0" Ø LARGER

THAN THE DIAMETER OF RAILING. FILL FULL WITH NON-SHRINK GROUT.

CORE POCKET TO BE LOCATED A MINIMUM OF 4.0" AWAY FROM

CONCRETE EDGE.

4.2. EARTH SURFACE: SET POST IN 12" DEEP, 8" Ø CONCRETE FOOTING.

SET TOP OF CONCRETE FOOTER AT LEAST 4" BELOW SURFACE GRADE.

8.0"

CORE

POCKET

MOUNT

EARTH

SURFACE

MOUNT

8.0"

SAFETY HANDRAIL DETAIL NOT TO SCALE SAFETY HANDRAIL EXTENSION DETAIL NOT TO SCALE

TYPICAL WALL DETAIL NOT TO SCALE

UTILITY LOCATION DISCLAIMER

THE UTILITIES ARE SHOWN AS PER THE LOCATION OF POLES, MANHOLES, VALVES,

PEDESTALS, ETC., EXISTING DRAWINGS AND INFORMATION PROVIDED BY UTILITY

PERSONNEL. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.

THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE

THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE

LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

VICINITY MAP

NOT TO SCALE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL- MARINE - CIVIL - SURVEY

PROJECT LOCATION: REVISION DESCRIPTION

ENVIRONMENTAL

CIVIL

MARINE

Prepared for

EROSION, SEDIMENT, AND POLLUTION CONTROL PLANS

FOR

EMC ENGINEERING SERVICES, INC.

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

PHONE: (706) 565-5985

FAX: (706) 565-5983

columbus@emc-eng.com www.emc-eng.com

DATE

ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS • SAVANNAH

STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS

MUSCOGEE COUNTY SCHOOL DISTRICT

COLUMBUS, MUSCOGEE COUNTY, GEORGIA

7352 GARRETT ROAD

NOVEMBER 2023

EMC PROJECT# 23-7008

AARON COHN MIDDLE SCHOOL

1 ADDENDUM 2 11/22/23

Know what's below.

www.Georgia811.com

Call before you dig.

PROJECT INFORMATION & DATA

1. THE PROJECT IS LOCATED IN MUSCOGEE COUNTY, GA. THE PROJECT SITE IS LOCATED AT 7352 GARRETT

ROAD.

TOTAL SITE AREA: 25.0 AC

TOTAL DISTURBED AREA: 0.3 AC

VOLUME EARTHWORK: 14 Cu. Yd. CUT TOTAL CUT VOLUME: 35 Cu. Yd.

TOTAL FILL VOLUME: 21 Cu Yd.

EARTHWORK QUANTITIES SHOWN ARE FOR PURPOSES OF PERMITTING ONLY AND SHOULD NOT BE USED

FOR CONSTRUCTION. THE CONTRACTORS IS RESPONSIBLE FOR DETERMINING EXACT EARTHWORK

QUANTITIES

PRIMARY PERMITEE: MUSCOGEE COUNTY SCHOOL DISTRICT

2. EXISTING CONDITIONS: EXISTING DIRT LOT WITH FOOTBALL FIELD.

3. PREDOMINANT SOIL TYPE: AILEY LOAMY COARSE SAND, 2 TO 5 PERCENT SLOPES.

4. STORMWATER MANAGEMENT CONSIDERATIONS: EXISTING CONDITIONS SHEET FLOW ACROSS THE SITE.

5. EXISTING CONTOURS OBTAINED BY: EMC ENGINEERING SERVICES, INC ON JANUARY 17, 2023 THERE MAY BE EASEMENTS, SETBACK LINES, OR OTHER MATTERS AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON

THIS DRAWING.

6. DISPOSAL OF DEBRIS: ALL DEBRIS WILL BE HAULED OFFSITE TO A STATE APPROVED LANDFILL.

7. INSTALLATION STATEMENT: THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL

OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

8. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 1351580028F, DATED SEPTEMBER 5, 2007, SHOW THIS PROPERTY IS LOCATED IN ZONE X, WHICH IS NOT A DESIGNATED FLOOD

HAZARD AREA.

9. MS4 FACILITY NAME: COLUMBUS CONSOLIDATED GOVERNMENT.

IDENTIFY THE PROJECT RECEIVING WATERS AND DESCRIBE ALL ADJACENT AREAS INCLUDING STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, ETC. WHICH MAY BE AFFECTED: THE RUN-OFF FROM THE SITE WILL SHEET

FLOW INTO DOZIER CREEK.

SEDIMENT BASIN: N/A

SEE SHEET # N/A

EMD APPROVAL REVIEW: REVIEWER CERTIFICATION #

* ALL STATE WATERS MUST BE IDENTIFIED WITH A SIGN.

CHECKLIST #3:

LIMITS OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES FOR EACH INDIVIDUAL PERMITTEE (I.E. PRIMARY, SECONDARY OR TERTIARY) AT ANY ONE TIME AND NO MORE THAN 50 CONTIGUOUS ACRES AT ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE EPD DISTRICT OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR MORE AT ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMPS LISTED IN APPENDIX 1 OF THIS CHECKLIST. A COPY OF THE WRITTEN APPROVAL BY EPD MUST BE ATTACHED TO THE PLAN FOR THE PLAN

TO BE REVIEWED.

CHECKLIST #7:

GPS LOCATION CONSTRUCTION EXIT:+32.547608, -84.895664

CHECKLIST #17:

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

OWNER/FACILITY CONTACT:

OWNER/OPERATOR/PRIMARY PERMITTEE:

MUSCOGEE COUNTY SCHOOL DISTRICT

P.O. BOX 2427

COLUMBUS, GA 31902-2427

PHONE: (706) 748-2338

EMAIL: ODOM.JAMES.H@MUSCOGEE.K12.GA.US

THE POINT OF CONTACT FOR CIVIL SITE WORK FOR

THIS PROJECT IS:

EMC ENGINEERING SERVICES, INC.

CONTACT: JOEL D. WOMACK, PE

3575 MACON ROAD; SUITE 15

COLUMBUS, GA 31907

(706) 478-9035

EMAIL: JOEL_WOMACK@EMC-ENG.COM

TWENTY-FOUR HOUR CONTACT RESPONSIBLE

FOR EROSION AND SEDIMENT CONTROL:

JEFF BATTLES

(706) 573-4209

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

SPNR-08-21-001690

SITE

"I CERTIFY UNDER PENALTY 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."

Joel D. Womack LEVEL II CERTIFICATION #: 0000061976

[CHECKLIST #12, #13]

SHEET INDEX

Sheet

Number Sheet Title

EC01 ESPC COVER

EC02 EROSION CONTROL PLAN - INITIAL PHASE

EC03 EROSION CONTROL PLAN - INTERMEDIATE

PHASE

EC04 EROSION CONTROL PLAN - FINAL PHASE

EC05 HYDROLOGY PLAN

EC06 ESPC NOTES

EC07 ESPC DETAILS

X X X

X X

LIMITS OF DISTURBANCE

Sd2-F

Sd2-F Sd2-F

X X

Sd1-NS

±117 LF

Sd1-NS Sd1-NS

Sd1-NS

±148 LF

Sd1-NS

±85 LF

±27 LF

±64 LF

±82 LF

±22 LF

±25 LF

Ds1

UTILIZE EXISTING

ASPHALT. REPAIR

AS NEEDED.

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

M ac on R d.

, S ui te

C ol um bu s, G

-5

Fa x:

) 5

-5 co lu m bu s@ em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

S G

• S

R O

O M

E N

N D

O N

C O

O L

T R

C O

S, M U

C O

U N

, G

M U

C O

U N

C H

O O

L D

23-7008

CDS

EMC

1/17/23

JDW

1" = 30' 11/22/23

EC02

30' 30'

30'

15'

D U

HATCH LEGEND:

EXISTING CONCRETE

EXISTING CHAINLINK FENCE

TREE REMOVAL

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING

DEMOLITION

Know what's below.

www.Georgia811.com

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INITIAL PHASE NARRATIVE:

1. CONTRACTOR SHALL INSTALL CONSTRUCTION SITE ENTRANCE / EXIT (Co).

2. CONTRACTOR SHALL INSTALL ALL INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S (Sd1-NS, Sd2).

3. CONTRACTOR SHALL UTILIZE DUST CONTROL AND OTHER EROSION & SEDIMENT CONTROL

MEASURES AS NEEDED.

4. CONTRACTOR SHALL ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT UNDERMINE SEDIMENT BARRIERS. THE CONTRACTOR IS REQUIRED TO CHECK SEDIMENT BARRIERS DURING STORM EVENTS

AND MAKE REPAIRS AS NEEDED.

4. [CHECKLIST #6 & 47] THE DISTURBED AREA FOR THE INITIAL PHASE IS ±0.1 ACRES.

***THIS SHEET FOR EROSION CONTROL MEASURES ONLY***

10'

GRADE

" S = 3:1 MAX

GSWCC GEORGIA SOIL AND WATER

CONSERVATION

COMMISSION

Joel D Womack Level II Certified Design Professional

CERTIFICATION NUMBER 0000061976

ISSUED 04/18/2023 EXPIRES 04/18/2026

[CHECKLIST #2] LEVEL II CERTIFICATION

24 HOUR CONTACT:

JEFF BATTLES

(706) 573-4209

[CHECKLIST #4]

SEDIMENT STORAGE CALCULATIONS [CHECKLIST #49]:

REQUIRED SEDIMENT STORAGE (INITIAL)= 67 CY/ DISTURBED ACRE x 0.1 ACRES

REQUIRED…

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