23_7002 Double Churches MS 11_22_23_for adden.pdf

PDF 9 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 contains details about a site development plan for the Double Churches Middle School in Columbus, Muscogee County, Georgia. The project is being conducted by the Muscogee County School District, with EMC Engineering Services, Inc. serving as the Engineer of Record and Project Manager. The intent is to perform field renovations on the 23.9-acre school site, with a total disturbed area of 0.4 acres. The site is not located in a flood plain, and there are no regulated wetlands, impaired stream segments, or other environmental concerns. The point of contact for the civil site work is Joel Womack of EMC Engineering Services, Inc.

The document includes general notes related to the contractor's responsibilities, utility coordination, excavation and grading, and other construction requirements. It also contains a detailed legend for proposed features and erosion control measures. No specific pricing, funding, or contractual terms are provided in this plan document.

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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
22_7090 Blackmon Road Middle School 11_22_23_.pdf	PDF	Oct 23, 2023
Addendum 1.pdf	PDF	Oct 23, 2023
23_7008 Aaron Cohen MS 11_22_23_for addenda 2.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

7611 WHITESVILLE RD

EMC PROJECT# 23-7002

DOUBLE CHURCHES 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

APPROVAL OF THESE PLANS DOES NOT RELIEVE

THE OWNER OR CONTRACTOR FROM COMPLYING

WITH ALL ORDINANCES AND LAWS OF THE

CONSOLIDATED GOVERNMENT OF COLUMBUS.

This approval in no way relieves the property owner, contractor or other agent of his damage to adjacent prop-erties and liability resulting therefrom and shall not constitute an assumption of liability by the City of Columbus for damages caused by construction and/or grading performed under said plans and permits.

This Property

Is not located on a flood plain is located in a flood plain and requires an elevation certificate

An elevation certificate (has) (has not) been issued

REVIEW OF

SOIL EROSION AND SEDIMENTATION

CONTROL ORDINANCE

Approved_________

DEPARTMENT OF ENGINEERING

Any construction within the dripline of a tree within the public right-of-way must be permitted by the City Arborist.

Ord. No. 20-A-1.1 (20)

Sheet List Table Sheet Number Sheet Title

C01 COVER

C02 GENERAL NOTES & LEGEND

C03 EXISTING CONDITIONS & DEMOLITION PLAN

C04 FOOTBALL SITE PLAN

C05 SOCCER SITE PLAN

C06 PAVING, GRADING & DRAINAGE PLAN

C07 IRRIGATION PLAN

C08 CONSTRUCTION DETAILS

EC01 EROSION & SEDIMENTATION CONTROL PLAN COVER

EC02 EROSION CONTROL PLAN - INITIAL PHASE

EC03 EROSION CONTROL PLAN - INTERMEDIATE PHASE

EC04 EROSION CONTROL PLAN - FINAL PHASE

EC05 HYDROLOGY PLAN

EC06 EROSION & SEDIMENTATION CONTROL NOTES

EC07 EROSION & SEDIMENTATION CONTROL DETAILS

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

SCALE:

DATE:

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

M ac on R d.

, S ui te

C ol um bu s, G

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O N

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23-7002

CDS

EMC

1/23/23

JDW

NO SCALE

11/22/23

C02

D U

PROJECT DESCRIPTION:

1. THE DEVELOPER'S INTENT IS TO CONDUCT FIELD RENOVATIONS FOR DOUBLE CHURCHES MIDDLE SCHOOL.

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

ENGINEERING SERVICES, INC ON JANUARY 23, 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: 23.9 ACRES.

THE TOTAL DISTURBED AREA IS: 0.4 ACRES.

6. THE PROJECT IS LOCATED AT: DOUBLE CHURCHES MIDDLE SCHOOL: 7611 WHITESVILLE RD, COLUMBUS, GA 31904

7. EMC REVIEWED THE U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLAND INVENTORY (NWI) MAP, WHICH DOCUMENTED NO REGULATED WETLANDS ON THE SUBJECT PROPERTY OR ADJOINING PROPERTIES.

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 DOUBLE CHURCHES MIDDLE SCHOOL IS

AN UNNAMED TRIBUTARY OF HEIFERHORN CREEK, A WARM WATER FISHERY.

11. THE PROPERTY OF DOUBLE CHURCHES MIDDLE SCHOOL IS LOCATED ON MAP NO. 1351580023F 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

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LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

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

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23-7002

CDS

EMC

1/23/23

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

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PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

REMOVE GOAL POST

SPECIAL NOTES:

RELOCATE EXISTING BENCHES/PICNIC TABLES, COORDINATE

WITH OWNER FOR LOCATION

GRATE INLET TO BE RAISED2

SEE C

07, IR

ATIO

PLAN

R C

O N

TIN

ATIO

<10

<20

<30

<10

<20

<30

10>

20>

30>

10>

20>

30>

53.33'

53.33' 27'

30'

160'

30'

80'

300'

240'

9.63'

GOAL POST

TOTAL FIELD AREA

OUTER FIELD BOX- FOR INFORMATION ONLY

2 ½"W

SCOREBOARD

N: 931896.64 E: 2047288.57

N: 931825.04 E: 2047351.40

N: 931920.24 E: 2047477.50

N: 931945.84 E: 2047664.92

N: 932015.44 E: 2047603.60

N: 932095.48 E: 2047551.94

N: 931756.52 E: 2047566.02

N: 931745.79 E: 2047586.65

N: 931769.73 E: 2047568.58

N: 931767.48 E: 2047615.38

N: 931815.74 E: 2047627.87

N: 931808.71 E: 2047627.12

N: 931741.20 E: 2047681.53 N: 931738.32

E: 2047690.27

N: 931756.93 E: 2047391.47

99.4'34.2'

36'

30'

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

N: 931747.00 E: 2047401.55

N: 931791.42 E: 2047597.31

N: 931800.59 E: 2047606.30

N: 931797.45 E: 2047602.41

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

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R O

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N D

W H

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C O

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C H

O O

L D

23-7002

CDS

EMC

1/23/23

JDW

1" = 30' 11/22/23

C04

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.

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.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

HATCH LEGEND:

EXISTING CONCRETE EXISTING CHAINLINK FENCE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING PROPOSED CONCRETE SIDEWALK

SEE C

07, IR

ATIO

PLAN

R C

O N

TIN

ATIO

N SPECIAL NOTES:

ENSURE SMOOTH TRANSITION

INSTALL ±660 SF CONCRETE ADA ACCESSIBLE SIDEWALK

INSTALL ±1080 SF CONCRETE PAD FOR BLEACHERS

INSTALL ±120 SF CONCRETE PAD - SCORE TABLE (12'x10')

INSTALL ±180 LF 4' CHAINLINK FENCE

PYLON (4"x4"x18")6

165'

24'

18'

36'

60'

132' 30'

7.15'

30'

60'

300'

150'

R30' R30'

R0.75'

TEAM & COACHING AREA

OFFICIAL AREA

R3'

7.13'

PENALTY MARK

PENALTY AREA

GOAL AREA

GOAL

GOAL LINE

GOAL POST

TOTAL FIELD AREA

OUTER FIELD BOX- FOR INFORMATION ONLY

30'

180'

2 ½"W

SCOREBOARD

N: 931896.64 E: 2047288.57

N: 931825.04 E: 2047351.40

N: 931920.24 E: 2047477.50

N: 931945.84 E: 2047664.92

N: 932015.44 E: 2047603.60

N: 932095.48 E: 2047551.94

N: 931756.52 E: 2047566.02

N: 931745.79 E: 2047586.65

N: 931769.73 E: 2047568.58

N: 931767.48 E: 2047615.38

N: 931815.74 E: 2047627.87

N: 931808.71 E: 2047627.12

N: 931741.20 E: 2047681.53 N: 931738.32

E: 2047690.27

N: 931756.93 E: 2047391.47

99.4'34.2'

36'

30'

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

N: 931747.00 E: 2047401.55

N: 931791.42 E: 2047597.31

N: 931800.59 E: 2047606.30

N: 931797.45 E: 2047602.41

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

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U N

• C

S G

• S

R O

O M

E N

N D

C C

W H

E R

D C

S, M

O G

O U

, G

R G

M U

C O

U N

C H

O O

L D

23-7002

CDS

EMC

1/23/23

JDW

1" = 30' 11/22/23

C05

30' 30'

30'

15'

D U

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

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 EXISTING CHAINLINK FENCE

EXISTING RIP-RAP

EXISTING ASPHALT

EXISTING BUILDING PROPOSED CONCRETE SIDEWALK

SEE C

07, IR

ATIO

PLAN

R C

O N

TIN

ATIO

SPECIAL NOTES:

ENSURE SMOOTH TRANSITION

INSTALL ±660 SF CONCRETE ADA ACCESSIBLE SIDEWALK

INSTALL ±1080 SF CONCRETE PAD FOR BLEACHERS

INSTALL ±120 SF CONCRETE PAD - SCORE TABLE (12'x10')

INSTALL ±180 LF 4' CHAINLINK FENCE

1.0%

0.5%

0.9%

0.5%

GOAL POST

TOTAL FIELD AREA

OUTER FIELD BOX- FOR INFORMATION ONLY

2 ½"W

SCOREBOARD

8.3%

TOP: 521.00

TOP: 510.00

521.95

522.07 522.07

521.85

521.88

522.00

522.37 521.87

521.89 522.39 522.42

522.42

522.53

523.32

523.33

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

INSTALL NEW NET (30'x35') AND

FRAMING SYSTEM, REFER TO

PROJECT MANUAL FOR DETAILS

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

G , G

W H

E R

D C

S, M

O G

O U

, G

R G

M U

C O

U N

C H

O O

L D

23-7002

CDS

EMC

1/23/23

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

Call before you dig.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

HATCH LEGEND:

EXISTING CONCRETE EXISTING CHAINLINK FENCE

EXISTING ASPHALT

EXISTING BUILDING PROPOSED CONCRETE SIDEWALK

EXISTING RIP-RAP

SEE C

07, IR

ATIO

PLAN

R C

O N

TIN

ATIO

GOAL POST

TOTAL FIELD AREA

OUTER FIELD BOX- FOR INFORMATION ONLY

W W

2 12"

2 12" MAINLINE

2 12"

BOOSTER PUMP

(IF REQUIRED, SEE NOTE 6)

1 12"

2 12"

2 ½"W

BFP

INSTALL 2" WATER METER

WITHIN PROPOSED 10'x10' EASEMENT

INSTALL 2" BACKFLOW

PREVENTER

SCOREBOARD

QUICK

COUPLING

VALVE, TYP.

W H

E R

0' R

8"x2" TAPING SLEEVE AND VALVE

TO BE PREFORMED BY CWW

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

2 ½"W

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

W H

E R

D C

S, M

O G

O U

, G

R G

M U

C O

U N

C H

O O

L D

23-7002

CDS

EMC

1/23/23

JDW

1" = 40' 11/22/23

C07

40' 40'

40'

20'

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

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 RESULTS, DATED JULY 12, 2021:

-- LOCATION OF FLOW HYDRANT: IN FRONT OF 3115 BAKER CIRCLE.

-- LOCATION OF STATIC & RESIDUAL HYDRANT: AT THE CORNER OF BAKER CIR & CALVIN AVE.

-- AVERAGE FLOW: 34 PSI / 1083 GPM

-- STATIC PRESSURE: 92 PSI

-- RESIDUAL PRESSURE: 68 PSI

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

ESP-LXD_TWO-WIRE_DECODER_CONTROLLER

IN_PLASTIC_CABINETNTS

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

UTILITY NOTES

1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY.

NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION.

2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE

DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.

3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

4. ALL WATER AND SANITARY SEWER MAINS TO BE INSTALLED PER CWW SPECIFICATIONS AND STANDARDS

5. CWW TO OPERATE EXISTING VALVES.

6. 48 HOUR NOTIFICATION PRIOR TO WATER/SANITARY CONSTRUCTION START. ROSS-706-392-1768/ HOWARD 706-570-8601

7. B.F.P.'S REQUIRED ON ALL SERVICE LINES. OWNER'S CONTRACTOR TO INSTALL.

8. 24 HOUR NOTICE REQUIRED FOR INSPECTIONS. ROSS-706-392-1768/ HOWARD 706-570-8601.

9. CWW INSPECTOR SHALL BE PRESENT WHEN CONNECTING TO EXISTING WATER/ SEWER MAIN.

10. VALID GA. UTILITY CONTRACTORS LICENSE REQUIRED FOR INSTALLATION OF WATER AND SANITARY

SEWER MAINS.

11. PRV'S REQUIRED IF STATIC PRESSURE IS 80PSI OR GREATER PER CITY PLUMBING CODE.

12. CONNECTIONS TO CWW WATER MAINS IS TO BE PERFORMED BY CWW OR AN APPROVED CWW

CONTRACTOR, LIST TO BE PROVIDED UPON REQUEST AND WITH CONSTRUCTION APPROVAL LETTER.

13. CONNECTIONS TO CWW SANITARY SEWER MANHOLES IS BY CORE AND RUBBER BOOT INSTALL ONLY.

14. ALL MATERIAL MUST COMPLY WITH THE REDUCTION OF LEAD IN DRINKING WATER ACT AS ADOPTED BY

THE SAFE DRINKING WATER ACT.

15. A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND ANY WATER OR STORM LINES. WATER OR STORM LINES SHALL BE ABOVE ANY

SANITARY LINES.

16. MAINTAIN A MINIMUM OF 4' OF COVER ABOVE WATER LINES.

17. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 0.5% SLOPE UNLESS OTHERWISE NOTED

18. FOR ANY WORK IN GDOT RIGHT-OF-WAY, AN ENCROACHMENT AND/OR UTILITY PERMIT MAY BE

REQUIRED.

19. ALL METERS, VALVES, AND BACKFLOW PREVENTORS ARE TO BE IN COMPLIANCE WITH THE COLUMBUS CONSOLIDATED GOVERNMENT REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE

ENGINEER FOR APPROVAL.

20. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES) TO FINISH

GRADE ELEVATIONS.

21. ALL SANITARY SEWER WORK MUST BE IN ACCORDANCE WITH THE COLUMBUS CONSOLIDATED

GOVERNMENT STANDARDS AND SPECIFICATIONS.

22. LOCATOR WIRE AND DETECTOR TAPE ARE REQUIRED ON ALL SEWER LINES.

23. INSTALL SHALLOW MANHOLES FOR ALL SSMH IN PARKING LOT.

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

W H

E R

D C

S, M

O G

O U

, G

R G

D O

E C

H U

R C

S C

H O

O L

M U

C O

U N

C H

O O

L D

23-7002

CDS

EMC

1/23/23

JDW

NO SCALE

11/22/23

C08

D U

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

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

TAPPING SLEEVE AND VALVE DETAIL

NOT TO SCALE

4" MIN.

2'-0" SQ. CONC.

TYP. ALL VALVE BOXES

8" PVC

SDR 35

TAPPING VALVE

BRICK

PVC

SPECIFIED REQUIREMENTS

2'-0"

(SEE NOTE 5)

TAPPING SLEEVE

EXIST.

WATER

LINE

MIN. 1'-6"

CONC. BLOCKING

(SEE DETAIL 36)

MIN.

THROUGHTLY TAMP DITCH TO

TEST TAP

SEE NOTE 4

& PLUG

NOTES:

1. TEMPORARILY SUPPORT TAPPING SADDLE AND VALVE, THEN APPLY

STANDARD HYDROSTATIC TEST.

2. IF NO LEAKS, POUR INDICATED PERMANENT CONCRETE BLOCK AND

SUPPORT PAD

3. MAKE TAP, LINE EXTENSION AND BACKFILL.

4. COVER GLAND AND BOLTS WITH HEAVY POLYETHELENE SHEETING TO

KEEP CONCRETE FROM BONDING. TYPICAL WHENEVER BOLTS OR GLAND

MAY BE "WRAPPED-UP" IN CONCRETE.

5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED BITUMASTIC

COATING BEFORE POURING CONCRETE. TYPICAL FOR ALL STEEL

INCLUDING RODS, COUPLINGS, STRAPS AND OTHER BURIED STEEL, AFTER

INSTALLATION, THE ASSEMBLY SHALL BE THOROUGHLY COVERED WITH

ROYSTON LABS, INC ROSKOTE MASTIC NO A939, OR KOPPERS CO. INC

BITUMASTIC SUPERSERVICE BLACK.

HOLLOW CONCRETE BLOCK AND/OR BRICK

FOR TEMPORARY SUPPORT. SET WITH

HOLLOW CORE HORIZONTAL WRAP-UP BLOCKS

IN CONCRETE POUR. MAKE SURE CONCRETE

FILLS HOLLOW PORTION OF BLOCKS.

1" RADIUS

3" 8" 8"

NOT TO SCALE

SCORE TABLE SLAB DETAIL

NOT TO SCALE

CONCRETE SIDEWALK DETAIL SCORE TABLE SLAB DETAIL

NOT TO SCALE

TAPPING SLEEVE AND VALVE DETAIL

NOT TO SCALE

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.)

PIPE BEDDED IN 4" MINIMUM LOOSE SOIL.++

BACKFILL LIGHTLY CONSOLIDATED TO TOP

OF PIPE.

FLAT BOTTOM TRENCH . + LOOSE

BACKFILL

FLAT-BOTTOM TRENCH. + BACKFILL

LIGHTLY CONSOLIDATED TO

CENTERLINE OF PIPE.

PIPE BEDDED TO ITS CENTERLINE IN COMPACTED

GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.

COMPACTED GRANULAR OR SELECT MATERIAL++

TO TOP OF PIPE. (APPROXIMATELY 90%

STANDARD PROCTOR, AASHTO T-99.)

NOTES:

* FOR 30" AND LARGER PIPE, CONSIDERATION SHOULD BE GIVEN TO THE USE OF LAYING

OTHER THAN TYPE 1.

+ "FLAT-BOTTOM" IS DEFINED AS UNDISTURBED EARTH.

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

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

CHAINLINK FENCE DETAIL

NOT TO SCALE

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

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

7611 WHITESVILLE RD

NOVEMBER 2023

EMC PROJECT# 23-7002

DOUBLE CHURCHES MIDDLE SCHOOL

1 ADDENDUM 2 11/22/23

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www.Georgia811.com

Call before you dig.

PROJECT INFORMATION & DATA

1. THE PROJECT IS LOCATED AT 7611 WHITESVILLE RD, COLUMBUS, MUSCOGEE COUNTY, GEORGIA.

CONSTRUCTION WILL CONSIST OF RENOVATING AN EXISTING MIDDLE SCHOOL FOOTBALL FIELD.

TOTAL SITE AREA: 23.9 ACRES

TOTAL DISTURBED AREA: 0.4 ACRES

VOLUME EARTHWORK: 19 Cu. Yd. FILL TOTAL CUT VOLUME: 15 Cu. Yd.

TOTAL FILL VOLUME: 34 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 MIDDLE SCHOOL FOOTBALL FIELD.

3. PREDOMINANT SOIL TYPE: PACOLET SANDY CLAY LOAM, 6 TO 10 & 10 TO 15 PERCENT SLOPES, AND

WEDOWEE SANDY LOAM, 6 TO 10 PERCENT SLOPES.

4. STORMWATER MANAGEMENT CONSIDERATIONS: EXISTING CONDITIONS SHEET FLOW FROM THE CENTER OF

THE FIELD TO PREEXISTING STORMWATER CONVEYANCE SYSTEMS.

5. EXISTING CONTOURS OBTAINED BY: EMC ENGINEERING SERVICES, INC ON JANUARY 23, 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. 1351580023F, 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 AN UNNAMED TRIBUTARY OF HEIFERHORN 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:+32.559585,-84.974252

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

SITE

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]

Sheet List Table Sheet Number Sheet Title

EC01 EROSION & SEDIMENTATION CONTROL PLAN COVER

EC02 EROSION CONTROL PLAN - INITIAL PHASE

EC03 EROSION CONTROL PLAN - INTERMEDIATE PHASE

EC04 EROSION CONTROL PLAN - FINAL PHASE

EC05 HYDROLOGY PLAN

EC06 EROSION & SEDIMENTATION CONTROL NOTES

EC07 EROSION & SEDIMENTATION CONTROL DETAILS

STABILIZED CONSTRUCTION

EXIT

FIELD STABILIZE AS NECESSARY

CONTRACTOR IS TO REPAIR ALL

DAMAGE TO EXISTING

HARDSCAPES THAT OCCUR AS A

RESULT OF CONSTRUCTION

W H

E R

0' R

LIMITS OF

DISTURBANCE

0.4 ACRES TOTAL

LIMITS OF

DISTURBANCE

0.4 ACRES TOTALSd2-F

Sd2-F

Sd1-NS

CONTRACTOR IS TO UTILIZE

EXISTING GATE FOR ACCESS

TO THE SITE

Du Ds1

± 141 LF

CONSTRUCTION EXIT

N032.559585 W084.974252

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).

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 ±0.4 ACRES.

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

15'

GRADE

" S = 3:1 MAX

SEDIMENT STORAGE CALCULATIONS [CHECKLIST #49]:

REQUIRED SEDIMENT STORAGE (INITIAL)= 67 CY/ DISTURBED ACRE x 0.4 ACRES

REQUIRED SEDIMENT STORAGE (INITIAL)= 27 CY

PROVIDED SILT FENCE TYPE-NS = 0.5 x 141' LONG x 1' HIGH x 15' WIDTH

PROVIDED SILT FENCE TYPE-NS = 39 CY

TOTAL PROVIDED SEDIMENT STORAGE = 39 CY

THE REQUIRED SEDIMENT STORAGE FOR THIS SITE IS 27 CY. THE SEDIMENT WILL BE TRAPPED USING 141 LF OF TYPE-NS SILT FENCE. THE STORAGE AVAILABLE FOR THIS SITE IS 39 CY. THEREFORE THE AVAILABLE

STORAGE > REQUIRED STORAGE.

*****NOTE:

[CHECKLIST #15] NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION

WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

[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.

[CHECKLIST #18] WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE,

EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

[CHECKLIST #19] THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR

CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

[CHECKLIST #20] EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED

TO CONTROL OR TREAT THE SEDIMENT SOURCE.

[CHECKLIST #21] ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14

DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JOEL DAV ID WOMACK

No. PE39141

11/22/23

HATCH LEGEND:

EXISTING CONCRETE EXISTING CHAINLINK FENCE

EXISTING ASPHALT EXISTING BUILDING

EXISTING RIP-RAP

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

W H

E R

D C

S, M

O G

O U

, G

R G

M U

C O

U N

C H

O O

L D

23-7002

CDS

EMC

1/23/23

JDW

1" = 40' 11/22/23

EC02

40' 40'

40'

20'

D U

Know what's below.

www.Georgia811.com

Call before you dig.

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]

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL CONSTRUCTION DEBRIS.

2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ELEVATIONS PRIOR TO BEGINNING NEW

WORK, AN UPDATED TOPOGRAPHIC MAP, INCLUDING UTILITIES AND TREES SHALL BE DONE

3. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES & SHALL MAINTAIN SAFE

PASSAGEWAY FOR WORKERS & NON-WORKERS AS REQUIRED ADJACENT TO THE PROJECT SITE.

4. CONTRACTOR SHALL CONDUCT…

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