PROJECT NO. 100073309

R. STEVE TUMLIN, JR.

BOARD OF LIGHTS AND WATER

TERRY G. LEEM.C. PETE WALDREP

WATER AND SEWER DIRECTOR

KIM HOLLAND

JANUARY 2026

MARIETTA, GEORGIA

BRUCE E. COYLE

M. CARLYLE KENT

CHAIRMAN

ALICE R. SUMMEROURGENERAL MANAGER

RONALD J. MULL

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UPPER ER SANITARY SEWER IMPROVEMENTS

PREPARED BY:

1600 Riveredge Parkway, Suite 700

Atlanta,Ga 30328

P: 770-933-0280

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I certify that I, or someone directly under my supervision, walked this project prior to designing the erosion control devices.

Joshua A. Becker, PE

GSWCC LEVEL II Certified Design Professional

Certification # 44316

Expiration Date: 04-08-2027

CONTRACTOR IDENTIFICATION AND LANGUAGE REQUIREMENTS

All equipment used for the maintenance or installation of utility facilities on public right-of-way shall be identified with signs that indicate the Utility Owner's name and telephone number. All personnel shall carry a name badge that identifies the utility company for whom they are working. At least one person in each operation or location shall be fluent in English. The individual shall have knowledge of what his or her company is doing and why.

UTILITY OWNER/PRIMARY PERMITTEE:

MARIETTA BOARD OF LIGHTS & WATER

675 NORTH MARIETTA PARKWAY

MARIETTA, GA 30060

ATKINSREALIS, 1600 RIVEREDGE PARKWAY, SUITE 600, ATLANTA, GA 30328.

PHONE: (678) 247-2519, EMAIL: joshua.becker@atkinsrealis.com.

INCLUDING ALL EROSION CONTROL ISSUES, IS JOSHUA BECKER.

THE ENGINEER'S 24 HOUR CONTACT FOR THIS PROJECT,

PROJECT SITE ADDRESSES:

ALLGOOD ROAD, AVERY STREET, WELLONS STREET, PINE

STREET, ETOWAH DRIVE, CHICOPEE DRIVE, CHEROKEE STREET,

CHERRY STREET, & CHURCH STREET, MARIETTA, GA

PHASE TWO

TOTAL ACREAGE DISTURBED PHASE 2: 2.91 ACRES

BEGIN PROJECT PHASE 2:

N: 33.960854

W: 84.539888

END PROJECT PHASE 2:

N: 33.969034

W: 84.550392

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MAR.

VICINITY MAP

ACTIVITY SCHEDULE

INSTALLATION AND

SILT BARRIERS

CLEARING AND

MAINTENANCE OF

PIPE INSTALLATION

GRASSING *

SANITARY SEWER

GRUBBING

DESCRIPTION

* TEMPORARY GRASSING TO FALL WITHIN 14 DAYS OF

INITIAL LAND DISTURBANCE.

& PIPE BURSTING

COLOR CODES

FOR

UTILITY LOCATING

Utilities Protection Center, Inc.

IF YOU DIG GEORGIA

CALL US FIRST !

1-800-282-7411

It's The Law !

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YELLOW

ORANGE

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ELECTRIC

GAS-OIL

WATER

SEWER

TELEPHONE/CATV

DRAWING INDEX

SOIL TYPE

SHEETTITLE

COVER SHEET

VICINITY MAP, GENERAL NOTES, & SCHEDULE G-01

APR. MAY JUNE JULY

NOT TO SCALE

1. Information regarding underground utilities on these plans is not guaranteed as to accuracy or completeness. Prior to beginning work, the Contractor shall request a field location through the utility protection center and any utility owners thought to have facilities in the area. The

Contractor shall promptly compare these field-marked locations with the project plans and notify the Engineer of any anticipated problems or need for contract changes. It is the

Contractor's responsibility to excavate or cause the utility owner to excavate for the purpose of determining exact elevations or locations at utility crossings and other critical locations well in advance of the work under this contract. Damage to existing utilities resulting from the

Contractor's negligence shall be repaired at the Contractor's expense. The Contractor is responsible for verifying the exact location, size, and material of any existing water or sanitary sewer facility proposed for connection or use by this project.

2. The Contractor is responsible for staking the alignment of the proposed pipeline prior to pipe installation. If a conflict should arise, the Contractor shall notify the Engineer at that time in writing.

3. The Contractor shall place mulch or begin grassing within two days after the completion of any land disturbing activity or if activity is discontinued for a period of two weeks or longer. Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding. No additional payment shall be made for grassing the same area twice.

4. The Contractor shall perform regular maintenance requirements on erosion control devices.

All devices should be cleaned out before they reach half full.

5. All excavated dirt shall be placed on the high side of the trench away from any creeks or branches.

6. Any fill dirt over the pipe shall be graded to preconstruction elevations to prevent ponding.

7. All temporary fills shall be removed in their entirety.

8. Neoprene couplings with stainless steel bands and shear rings are required for joining different types of sanitary sewer pipes.

9. A copy of the approved construction plans must be on the job site at all times that construction is underway.

10. No bury pits are allowed.

11. Topographic ground elevations are from field surveys and benchmarks are mean sea level.

12. All sanitary sewer system construction must follow the the current Marietta Board of Lights and

Water sanitary sewer system specifications.

13. 24-Hour local contacts for erosion and sediment control is Joshua Becker, 678-247-2519.

14. The Owner/Developer is the City of Marietta / Board of Lights and Water, 675 North Marietta

Parkway, Marietta, GA 30060 Phone (770) 794-5230, Fax: (770) 794-5115.

15. This project is located in Land Lots 1073, 1074, 1088, 1089, and 1144 of the 16th District, 2nd

Section, Cobb County, Georgia.

16. Existing land use is commercial and residential.

17. This project or phase under construction is 2.91 acres.

18. The engineering consultants are AtkinsRealis, 1600 Riveredge Parkway, Suite 700, Atlanta, Georgia 30328, Phone: (770) 933-0280.

19. This project consists of: 1,072 LF of 16'' DIP sanitary sewer, 682 LF of 12" DIP sanitary sewer, 750 LF of pipe burst 10" VCP to 12" HDPE sanitary sewer, 821 LF of pipe burst 8" VCP to 12"

HDPE, 362 LF 8 CIPP lining, 6 new manholes, and reline 8 existing manholes.

20. This project is not located within a 100 year floodplain as shown on "F.I.A. Official Flood

Hazard Map" Community No. 13067C, page 0108J, dated March 4, 2013.

21. A 25 foot undisturbed vegetative buffer adjacent to all running streams and creeks will be left as is except in areas where a stream buffer variance will be obtained.

22. Clearing will be kept to an absolute minimum. Vegetation and mulch will be applied to applicable areas immediately after grading is complete. Land disturbing will be scheduled to limit exposure of bare soils to erosive elements.

23. Construction activities will be performed in compliance with all applicable laws and regulations.

24. All marketable timber will be salvaged. Top soil will be salvaged, stock piled and spread on areas to be vegetated. Trees outside of the clearing line will be protected from damage by appropriate markings.

25. Cleanout of sediment control structures will be accomplished in accordance with the sediment disposal accomplished by spreading on site. Sediment barriers will remain in place until sediment contributing areas are stabilized.

26. There shall be no change in preconstruction contours (excess material must be removed to an upland disposal area).

27. Noise abatement shall be of a reasonable level. All equipment must be in good working order, no broken mufflers, oil, or hydraulic fluid leaks, etc.

28. Work hours will be limited per City of Marietta requirements. No work on Sundays.

29. The Contractor shall remove all severed bushes, underbrush, branches, trees and debris including excess dirt, in a timely manner.

30. The Contractor shall return to remove any trees that die due to construction of the sanitary sewer up to one year from completion of job.

31. The Contractor must call the Utilities Protection Center "CALL BEFORE YOU DIG" telephone number (811) three days before starting any excavation.

32. The Right-Of-Way line (or construction easement if one exists) represents the limits of clearing for the project. The Contractor shall not clear beyond this limit. The Contractor shall pay particular attention to any special conditions regarding clearing that are attached to the easement agreements.

33. Off-site vehicle tracking of dirt, soils, and sediments and the generation of dust shall be minimized or eliminated to the maximum extent practicable promptly.

34. There are no wetlands located on or within 200 feet this project.

35. All State Waters within 200 feet of this project have been delineated.

36. No storm water will be contained on this project.

37. The Contractor shall give a 24-hour emergency telephone number and name of person to contact in an emergency.

38. All construction and materials shall comply with Marietta Board of Lights and Water Standards.

39. The Contractor is to provide and maintain off street parking, and a construction storage area during the entire construction period. This area will not be located within the limits of disturbance of this project.

40. As-builts are required to be submitted upon completion of construction.

41. Existing roads shall not be open cut unless permission is granted by the Georgia DOT, Cobb

County DOT, or the City of Marietta Public Works. An authorization letter from the Georgia

DOT or Cobb County DOT or City of Marietta Public Works shall be submitted to the Engineer prior to construction.

42. If work is performed on Georgia DOT or Cobb County DOT right-of-way, a letter from the governing agency is required to be submitted after construction is complete stating that grassing, clean-up, drainage, etc. is acceptable.

43. Construction equipment shall not be parked in areas which restrict sight distance at any time.

44. Roadways are to be kept free of dirt, mud and other debris at all times.

45. The roadway and the roadway shoulders shall be shored properly during all trenching activity. Backfilling shall meet minimum city or state compaction requirements. No drop-offs adjacent to the roadway will remain after the suspension of work.

46. The Contractor shall maintain driveway access and postal service throughout the duration of the project.

47. Any infrastructure (pavement, drainage structures, curb and gutter, sidewalks, signals, etc.) damaged or displaced as the result of this project shall be replaced by the Contractor.

48. The Contractor is responsible for replacing and matching original condition of any landscaping that has been destroyed or removed due to the installation of the sanitary sewer.

49. There are no cemeteries located within the limits of this project or adjacent to this project.

50. There will be no permanent effects caused by this project, which would result in the potential of downstream flood hazards.

51. Where blasting is required to remove solid rock, a pre-blast and post-blast survey will be the responsibility of the Contractor. All rock blasting will be monitored and recorded for resolving any damage claims.

52. For erosion control notes and schedule, see sheet ECN-01.

Urban land-Appling complex, 2 to 10 percent slopes

ORIGINAL PLAN DATE: DECEMBER 18, 2025

REVISIONS

DATE SHEET NO. REVISION DESCRIPTON

INSTALLATION AND

TREE PROTECTION

MAINTENANCE OF

MISCELLANEOUS DETAILS D-01 - D-02

Urban land-Gwinnett complex, 2 to 10 percent slopes

AUG.

PROJECT

LOCATION

C-01

PLAN SHEETS P-01 - P-05

EROSION CONTROL PLANS EC-01 - EC-05

EROSION CONTROL DETAILS ECD-01 - ECD-03

EROSION CONTROL NOTES ECN-01

EROSION CONTROL CHECKLIST ECC-01

DRAINAGE BASIN MAP DB-01

M15. The vegetative stream bank buffer extends 25' from the point of wrested vegetation on both sides of any stream and is to remain undisturbed, except where provisions granted by law.

M17. Construction equipment shall not be parked in the right of way, and must be stored adjacent to the site.

M16. All pavement, signals, curb and gutter, sidewalks, striping, signage, and drainage structures damaged or removed as a result of the construction of this water main are to be replaced in kind by the contractor.

M18. No construction equipment shall be parked in areas which restrict sight distance.

M20. The contractor shall restore roadway shoulders to minimum City of Marietta Standards.

M12. There are no known cemeteries located on this site.

M13. The Cobb County Cemetery Preservation Commission reserves the right to examine this property for ethnic, cultural, and religious evidence located therein. If any ethnic, cultural, or religious evidence is found during development, then the Cobb County Cemetery

Preservation Commission must be notified at once at (770) 528-2035. Failure to do so may result in a stop-work order.

M21. All storm drainage systems shall be re-established after water line installation.

M14. Street lane or total road closure permit: The contractor is required to obtain one of these permits prior to beginning any work. A lane closure request, along with a traffic control plan

M22. No drop-offs adjacent to the roadway are allowed to remain after work hours.

M23. Traffic control devices (signs, signals, markings) and certified flagman are required and shall meet MUTCD Standards, latest edition, for all work in the R/W.

M25. When digging near trees, the contractor shall prune all exposed roots one (1) inch in diameter and largerr on the side of the trench adjacent to the trees. Pruning shall consist of making a clean cut flush with the side of the trench to promote new root growth.

M26. Pruning of tree limbs to provide clearance for equipment and materials shall be done according to standard arboricultural practice (See ANSI A300-1995).

M19. Storage of materials is not allowed on roadway right-of-ways.

M24. All temporary fills shall be removed in their entirety.

M29. Contractor shall remove all severed bushes, underbrush, branches, trees, and debris including

M1. All construction within the City of Marietta right-of-way must comply with the

Americans' With Disabilities Act (ADA) per City of Marietta Ordinance #5562.

M2. All wall plans must be submitted to the Chief Building Inspector for review, M3. As-Built data will have to be submitted before final release is obtained. Data to be approval, and permitting. Wall plans are not approved at time of site plan approval or Land Disturbance Activity Permit issuance. Wall plans are reviewed and approved, and inspections provided by the Building Inspections Division.

Ga State Plane Coordinate System (West Zone) utilizing NAD 83/94 adjustment and NAVD 88.

M4. All required improvements shall comply with Public Law 101-336, the Americans

With Disabilities Act of 1990, as amended or most current. Any improvements which do not comply with said act shall be redone at the applicant's expense and final approval of the plat shall not be given until such work is completed in compliance with the Act. All plans submitted to the city for review shall contain a certificate that said improvements fully comply with the Americans With Disabilities Act of 1990.

Public Law 101-336, as amended and the City will rely upon such certificate in approving preliminary and final plats, as well as site plans. (City Code Section 728.07).

excess dirt in a timely manner.

CITY OF MARIETTA NOTES

Note: This project does not include any retaining walls.

must be submitted to the City of Marietta electronically.

M27. Protect the trunks of any trees being preserved within the temporary or permanent easement with strapped-on planking or similar protective device.

M28. All marketable timber will be salvaged. Top soil will be salvaged, stock-piled, and spread on areas to be vegetated. Trees outside of the clearing line will be protected from damage by

M30. The existing contours will not be changed due to the water and sewer relocation portion

M5. No uncontrolled water will be allowed to flow onto adjacent property, resulting in adverse impacts on the lower property or erosion/sedimentation.

M6. All lane striping within the City Right of Way must be thermoplastic and all gores, stop bars, and turn arrows must be allkyd thermoplastic paint.

M7. There shall be no increase in flows, or compensation in other drainage areas, which results in an increased peak discharge onto adjacent property. Each drainage leaving a site

M8. The Contractor shall be responsible for repairing streets and related improvements which may be damaged or fail due to improper installation for a period of 12 months from the date of the final acceptance of the project.

M9. Any storm drainage system not within public Right-of-Way is considered a private system that will not be maintained by the City of Marietta. A storm drainage easement does not indicate ownership by the City of Marietta.

M10. At no time shall more than one foot of sediment be allowed to accumulate within an inlet/catch basin/storm water manhole. All inlet/catch basin/storm water manholes and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into downstream system or state waters.

M11. All roadways, public or private, must have the City Inspector observe and approve the proof rolling of road and drive areas before aggregate base course is applied and also before the asphalt or concrete is applied. If approved by the City Engineer, contractor may have a geotechnical/soils engineer evaluate the exposed subgrade and GAB prior to installation of base course and asphalt or concrete (but not in lieu of City inspection).

appropriate markings.

M31. The contractor shall notify the City Engineer, City of Marietta at 770-794-5656 of commencement of work.

M32. Prior to any street closing, partial or total, the contractor must obtain a road closing permit from the City of Marietta at 770-794-5658. Coordinate all Road Closures with the City of

Marietta Public Works Director at 770-794-5658.

M33. In all cases, the travel-way for alleys shall not be less than 14-ft. in width for one-way access and not less than 20-ft. in width for two-way access. The travel-way is defined as the paved surface intended for travel between curbs and excludes gutters. For one-way alleys, the travel-way includes the entire roadway, excluding gutters. For two-way alleys, the travel-way includes one-half of the roadway, excluding gutters. When designing for emergency vehicles greater than 30' in length the entire roadway excluding gutters may be considered the travel-way. Please refer to Code Division 716 for additional requirements

(City Code Division 716.06B).

M34. Per City Code Division 716.06.A - Private alleys may provide access to the side or rear of individual residential units where approved by the Public Works Director or his designee on a case-by-case basis. The design for alleys shall meet all requirements of Local Streets unless identified herein. Curbs, gutters, and sidewalks are not required for alleys but may be necessary to provide adequate drainage or where pedestrian movement is necessary.

All alleys shall include an access and utility easement including the travel-way, curb, gutter, and sidewalk plus 5' on both sides; in no case shall the access and utility easement be less than 20-ft. Refer to Code Division 716 for additional requirements.

M35. Builders are required to install sidewalk prior to issuance of a Certificate of Occupancy.

Where plat approval is required, sidewalks shall be required to be installed at the time of construction of the appropriate street pavement. Where plat approval is not required, sidewalks must be installed before the property owner applies for a certificate of occupancy.

M36. Driveway aprons and crosswalks must comply with most current GDOT specifications and be fully ADA-compliant (most current), or removal and replacement will be required by City

Inspectors. It is the responsibility of the design engineer/architect/contractor to ensure compliance.

M37. All utility and telecommunication companies installing or relocating utility facilities in new residential, commercial or industrial subdivision developments within the corporate limits shall place all utilities underground (City Code 5-4-160 A-F).

shall be studied and controlled, as above.

of this project.

GENERAL NOTES

COMPREHENSIVE MONITORING PLAN CMP-01 - CMP-02

Urban land and Pacolet soils, 10 to 25 percent slopes

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BID ADDENDUM TWO

P-04, P-05, ECC-01, CMP-01

CMP-02

AutoCAD SHX Text R

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GRAPHIC SCALE

Scale: 1 Inch = Ft.

0' 25' 50' 100' 150'

NOW OR FORMERLY

JAMES M. CROY, SR.

NOW OR FORMERLY

JOHN W. THOMAS

NOW OR FORMERLY

JOSHUA

DERENSKI

NOW OR FORMERLY

ERIKA ALMA

& OLIVER BURK

NOW OR FORMERLY

RUSSELL W. &

KARA K. CREEL

NOW OR FORMERLY

AMBER D. CARTER

NOW OR FORMERLY

MARY C. IANNONE

NOW OR FORMERLY

CHRISTOPHER

GROSSMAN

NOW OR FORMERLY

KARIN PARROTT

NOW OR FORMERLY

GREGORY C. &

JAMIE LEE

JOHNSON

NOW OR FORMERLY

JAY P. MITCHELL

NOW OR FORMERLY

STEPHEN W.

ELDREDGE

C

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SCALE:

SCALE: 1" =

VERT.: 1" =

HORIZ.: 1" =

50'

50'

10'

30" HW

24" HW

24" HW

40" HW

32" HW

ROCK

WALL

METAL

FENCE

FIRE

PIT

IPF

IPF

IPF

IPF

IPF

IPF

IPF

IPF

WM

WM

WM

WM

WM

IPF

S

E

M

I

N

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ABANDONED

SAN. SEWER

MANHOLE

IPF

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F

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EXIST. 20'

PERMANENT

EASEMENT

EXISTING

STACKED STONE

RETAINING WALL

EX SSMH #450165

EX SSMH #405912

EX SSMH #450115

NOT FIELD

LOCATED

REBUILD INVERT

CORE-IN

CONNECTION

EXIST. SEWER

Bf

Bf

Bf

Bf

Bf

Bf

30 L.F. - 24" STEEL CASING

TRENCHLESS BELOW ROCK

A

D D

E N

D U

M

T

ADDENDUM TWO

AutoCAD SHX Text Magnetic

AutoCAD SHX Text

PLAN

PROFILE

W

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S1° 33' 51"E

31.36 LF 12" SANITARY SEWER

STA. 62+63.26

MH #37

N 1442788

E 2181553

N

W

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A

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E

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S

S

S

STA. 66+59.68

MH #40

EX SSMH #405892

N 1443001

E 2181362

STA. 64+69.59

MH #39

EX SSMH #405887

N 1442994

E 2181552

X

STA. 63+78.56

MH #38

EX SSMH #405896

N 1442903

E 2181553

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W

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S d i p

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STA. 67+65.16

MH #41

EX SSMH #405888

N 1443005

E 2181256

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N

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STA. 70+24.24

MH #42

EX SSMH #400677

N 1443034

E 2180999

STA. 70+71.99

MH #43

EX SSMH 469904

N 1443078

E 2180982

N

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N20° 47' 10"W

47.75 LF 10" SANITARY SEWER

PIPE BURST TO 12" HDPE

STA. 73+90.08

MH #44

EX SSMH #400621

N 1443396

E 2180983

N

W

S

A

N

I

T

A

W

E

R

S

W

N

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A

W

E

R

STA. 75+98.29

MH #45

EX SSMH #400586

N 1443598

STA. 76+85.59

MH #46

EX SSMH #450105

N 1443587

E 2180843

N

W

N

I

T

A

W

E

R

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N

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A

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E

R

N

W

S

A

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STA. 61+12.81

MH #36

N 1442790

E 2181703

ALIGNMENT (2)

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I N

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91.03 LF - 12" DIP @ 0.45%

I N

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I N

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O

U T

115.3 0 L

F - 12" D

IP

.0

3%

190.09 LF - 10" PVC @ 0.34%

H

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T O

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E

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H

D

318.09 LF - 10" DIP @ 0.47%

REPLACE WITH 12" DIP @ 0.47%

.2

L

F

H D

P E

.9

47.7 5 L

F -

10" P

VC

.1 3%

S T

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150.4 5 L

F - 12" D

IP

.1

9%

SHEET NO.

D A

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K E

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R i v e r e d g e

P a r k w a y

S u i t e

A t l a n t a G a

P

B O

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No. 33594

PROFESSIONAL

G

E

O

R G

I

A

J

O

S

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A .

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C

K

E

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C.

, 2

AS

S

HO

W N

PL

AN

A

ND

P

RO

FI

P-04

0' 25' 50' 100' 150'

NOW OR FORMERLY

THOMAS MICHAEL

WARREN JR. &

AMY LO MORRIS

NOW OR FORMERLY

KATHLEEN C.

HIGGINBOTHAM

NOW OR FORMERLY

CHRISTY &

TERRY KEMP

NOW OR FORMERLY

GREGORY SPENCE &

CARI J. LANGSTON

NOW OR FORMERLY

RYAN HESTER

NOW OR FORMERLY

620 CHEROKEE ICJV, LLC

KENNESTONE HOSPITAL

NOW OR FORMERLY

COBB COUNTY

KENNESTONE HOSPITAL

NOW OR FORMERLY

CHOPBEN, INC.

NOW OR FORMERLY

644 CHEROKEE

STREET, LLC

NOW OR FORMERLY

QUANG BICH

THUY THANH

NOW OR FORMERLY

CHEROKEE MOB, LLC

NOW OR FORMERLY

JAY P. MITCHELL

NOW OR FORMERLY

GME ETOWAH, LLC

NOW OR FORMERLY

RG LONDON LI, LLC

NOW OR FORMERLY

644 CHEROKEE

STREET, LLC

SCALE:

SCALE: 1" =

VERT.: 1" =

HORIZ.: 1" =

50'

50'

10'

E

T

O

W

I

V

E

BLOCK

WALL

24" HW

24" HW

40" HW

32" HW

74" HW

WM

WM

IPF

IPF

IPF

IPF

EX. SSMH

RIM = 1116.94

6" VCP OUT = 1111.42

EX. SSMH #450108

TO BE ABANDONED

RIM = 1098.85

10" PVC IN = 1092.84

6" INV. IN = 1092.08

10" INV. OUT = 1091.95

C

H

I

C

O

P

I

V

E

IPF

EX. SSMH 405897

TO BE ABANDONED

RIM = 1099.12

6" VCP IN = 1092.69

6" OUT = 1092.18

IPF

5' CLF

INV. =

1097.61

INV. =

1089.65

INV. =

1089.28

4 X 4

INV. =

1088.48

CULV.

PP

C

O

N

C

V

C

C

FH

WVs

WV

WVs

WV

P

CUT &

PLUG

CUT &

PLUG

C

H

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O

K

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M

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6" D

IP

CO

P

P

T

A

L

P

CB

INV. =

1095.75

CB

C

O

N

C

P

P

48" IN = 1096.58

OUT = 1096.45

PP

INV. =

1097.78

INV. =

1096.16

R

C

P

CO

IPF

WM

TP

CO

PP

CO

8' WOOD

30" OAK

WM

PP

IPF

3' WOOD

BRICK

BRICK

BLOCK

WALL

TP

P

R

C

P

INV =

1118.26

INV. =

1118.61

P

INV. =

1107.59

X

C

U

L

V

E

R

T

P

PB

PB

INV. =

1115.58

INV. CULV. =

1108.72

INV. 24" =

1108.72

P

INV. =

1114.74

INV. =

1114.74

INV. =

1116.04

INV. =

1117.05

INV. =

1117.01

CO

PP

WM

WV

CUT &

PLUG

PIPE BURST TO 12" HDPE

B O

X

C

U L

V E

R T

E X

R

C P

"1

G

R

A

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CO

4' METAL

EXISTING 12" GAS MAIN

M

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C

H

S

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PROP. 20'

PERMANENT

EASEMENT

TEMPORARY

40' CONST.

EASEMENT

E X

D

I P

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A T

I N

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NOW OR FORMERLY

STEPHEN W.

ELDREDGE

R

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OPEN CUT

B O

X

C

U L V

E R

T

ESTABLISH EX. SEWER

AS A SERVICE LATERAL

(582 ETOWAH DR.)

INSTALL CLEANOUTS

AS REQ'D.

REMOVE & REPLACE

CONNNECT

EXISTING

SEWER

OPEN-CUT INSTALLATION

PAVEMENT REPAIR

REPLACE PAVEMENT MARKINGS

REMOVE & REPLACE

REMOVE & REPLACE

REMOVE & REPLACE

REMOVE & REPLACE RING & COVER

CONNECT TO EX. SEWER

REMOVE & REPLACE

REMOVE & REPLACE

OPEN-CUT INSTALLATION

PAVEMENT REPAIR

CURB & GUTTER

REPLACE PAVEMENT MARKINGS

CONNECT TO EX. SEWER

REMOVE SECTION OF

EXIST. SEWER

OPEN CUT

OPEN CUT

PIPE BURST

ABANDON EX.

MH #405897

A

B

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D

S

G

O

L

L

REPAIR MH INVERT &

A

D D

E N

D U

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ADDENDUM TWO

AutoCAD SHX Text Magnetic

AutoCAD SHX Text

PLAN

PROFILE

A

T O

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U T

87.31 LF - 8

" VCP @ 0.60%

OPEN CUT

TO 12" DIP

S T

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164.12 LF - 8

" VCP @ 0.60%

OPEN CUT TO 12" DIP

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.4

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IP

.0

L

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.3

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IP

.6

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.6

.2

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H D

P E

.9

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48A

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51A

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.0

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C P

.8

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P E

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IP

W

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S d i p

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STA. 73+90.08

MH #44

EX SSMH #400621

N 1443396

E 2180983

S

W

N

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A

W

E

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STA. 78+49.72

MH #48

EX SSMH #400585

N 1443564

E 2180681

STA. 75+98.29

MH #45

EX SSMH #400586

N 1443598

E 2180930

STA. 82+12.35

MH #49

EX SSMH #400604

N 1443513

E 2180322

STA. 76+85.59

MH #46

EX SSMH #450105

N 1443587

E 2180843

STA. 83+81.02

MH #50

EX SSMH #460783

N 1443680

E 2180300

STA. 85+03.31

MH #51

EX SSMH #400562

N 1443801

E 2180283

STA. 87+14.35

MH #52

EX SSMH KENNESTONE Z0

N 1444010

E 2180254

S81° 56' 53"W

62.00 LF 12" SANITARY SEWER

STA. 81+50.35

MH #48A

EX SSMH #400604

N 1443522

E 2180383

STA. 86+63.35

MH #51A

EX SSMH KENNESTONE X0

N 1443960

E 2180261

N8° 02' 00"W

51.00 LF 12" SANITARY SEWER

SHEET NO.

D A

T

P R

O V

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K E

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P a r k w a y

S u i t e

A t l a n t a G a

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B O

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J A

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M R

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R E

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J A

B

P H

A S

E

T

W O

No. 33594

PROFESSIONAL

G

E

O

R G

I

A

J

O

S

H

U

A

A .

E

C

K

E

R

R

E

G

I

S T

E

R

E

D

E

N

G

I N

E

E

R

B

DE

C.

, 2

AS

S

HO

W N

PL

AN

A

ND

P

RO

FI

P-05

0' 25' 50' 100' 150'

SCALE:

SCALE: 1" =

VERT.: 1" =

HORIZ.: 1" =

50'

50'

10'

M

A

T

C

H

S

T

A

L

I

N

E

NOW OR FORMERLY

KENNESTONE HOSPITAL

NOW OR FORMERLY

COBB COUNTY

KENNESTONE HOSPITAL

C

H

U

R

R

E

E

T

NOW OR FORMERLY

KENESTONE HOSPITAL AUTHORITY

NOW OR FORMERLY

COBB COUNTY

KENNESTONE HOSPITAL

NOW OR FORMERLY

WELLSTAR HEALTH

SYSTEM, INC.

C

H

E

R

R

E

E

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W

I

T

C

H

R

E

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C

H

E

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O

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R

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NOW OR FORMERLY

NCT REALTY

GROUP, LLC

NOW OR FORMERLY

CHOPBEN, INC.

NOW OR FORMERLY

COBB COUNTY

KENNESTONE HOSPITAL

NOW OR FORMERLY

COBB COUNTY

KENNESTONE HOSPITAL

EX. SSMH #407315

RIM = 1127.80

8" VCP IN = 1123.25

8" VCP OUT = 1123.25

EX. SSMH #400587

RIM = 1132.52

8" VCP IN = 1123.42

8" VCP OUT = 1123.30

EX. SSMH #460731

RIM = 1134.06

6" DIP IN = 1127.50

6" DIP OUT = 1127.50

EX. SSMH

RIM = 1177.66

8" VCP OUT = 1169.45

P

CONC.

WALL

INV. =

1125.66

18" RCP

R

C

P

P

IPF

24" RCP

INV. =

1125.09

IPF

IPF

CO

CO

15" MAG

WM

GTS

WMs

PP

WM

VAULT

GTS

4 - BOLLARDS

SP

SBMH

SP

SBMH

IPF

P

P

SP

SP

FH

WVs

WVs

P

INV. =

1156.65

INV. =

1157.84

IPF

PEDESTRIAN

BRIDGE OVER

ROADWAY

FH

WV

WM

BFP

SECURITY

CAMERA

INV. =

1169.29

P

P

INV. =

1164.87

R

C

P

24"

P

P

INV. =

1168.08

INV. 24" =

1166.22

P

18" RCP

E X

R

C P

OPEN CUT

PIPE BURST EXISTING 8" VCP & PVC TO 12" HDPE

REMOVE

EX. SSMH #450104

ABANDON EX.

SSMH #407315

ABANDON EX.

SSMH #400587

RECONNECT

SERVICE TO

MH#48

ABANDONED SSMH

EX SSMH #400594

ASSUMED LOCATION

ABANDONED

ABANDONED SSMH

OPEN CUT

ABANDONED/

BURIED SSMH

REMOVE

EXIST. SSMH

REMOVE & REPLACE

REMOVE & REPLACE

REPLACE RING & COVER

REMOVE & REPLACE

REMOVE & REPLACE

REPAIR MH INVERT

REPAIR MH INVERT

REHAB MH

CONNECT TO EX. SEWER

60" DIA.

REMOVE & REPLACE

OPEN-CUT INSTALLATION

PAVEMENT REPAIR

REPLACE PAVEMENT MARKINGS

PIPE BURST

OPEN-CUT INSTALLATION

PAVEMENT REPAIR

REPLACE PAVEMENT MARKINGS

OPEN-CUT INSTALLATION

PAVEMENT REPAIR

REPLACE PAVEMENT MARKINGS

REBUILD MH INVERT &

A

D D

E N

D U

M

T

W O

ADDENDUM TWO

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PROFILE

Magnetic

DE

C.

, 2

NT

S

ER

OS

IO

N

CO

NT

RO

L C

HE

CK

LIS

T

ECC-01

SHEET NO.

D A

T

P R

O V

E C

K E

D

B

A W

N

B

Y

D E

S I G

N E

D

B

Y

P R

O J

N

O

A L

T E

R E

V I S

I O

N

N O

T

V

A L

N

S T

R U

C T

I O

N

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L E

G

N E

D

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R i v e r e d g e

P a r k w a y

S u i t e

A t l a n t a G a

P

B O

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No. 33594

PROFESSIONAL

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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

Professional Engineer

GSWCC Level II Certified Design Professional

Certification # 21845, Expires November 4, 2024 agent, under my supervision.

COBB COUNTY

UPPER ER SAN. SEWER IMP. PHASE TWO

MARIETTA/COBB JANUARY, 2026

MICHAEL THURMOND (michael.thurmond@atkinsrealis.com)

ALLGOOD ROAD, MARIETTA, GA 30060

ECC-01

Y

COVER

and all EC Pages

Y

COVER

COVER

ECN-01

COVER

Y

Y

Y

Y

G-01 Y

G-01 Y

G-01 Y

ECN-01

Y

ALL Y

EC SHEETS

CMP-01

N/A

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01

Y

N/A

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

ECN-01 Y

G-01 Y

CMP-01

ECN-01 Y

ALL Y

ALL EC Y

No changes to contours due to sewer construction

N/A

N/A

ALL

EC SHEETS

ALL EC

DB-01

Y

DB-01 Y

ECN-01 Y

N/A

G-01 Y

ALL EC

Y

Y

Y

ECN-01

Y

ALL EC Y

ECD-01 -

Y

ECD-03 Y

ECD-03

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CMP-01

CMP-01

CMP-01

CMP-01

CMP-01

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ADDENDUM TWO

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATION DESCRIBED

HERE-IN BY MYSELF OR MY AUTHORIZED AGENT UNDER MY DIRECT SUPERVISION.

Joshua A. Becker, Professional Engineer

GSWCC LEVEL II Certified Design Professional Certification # 44316

7. COLLECTION AND ANALYSIS OF STORM WATER SAMPLES

All sampling shall be collected by "grab samples" and the analysis of these samples must be conducted in accordance with the methodology and test procedures established by 40 CFR Part 136, entitled "NPDES Storm Water Sampling Guidance Document, EPA 833-B-92-001" and other guidance documents that may be prepared by the EPD.

Sample containers should be labeled prior to collecting the samples.

Samples should be well mixed before transferring to a secondary container.

Large mouth, well cleaned and rinsed glass or plastic jars should be used for collecting samples. The jar should be cleaned thoroughly to avoid contamination.

Manual or automatic sampling may be utilized. (If automatic samplers are used, use only those samplers approved for use by the Georgia EPD.)

Samples required by this permit should be analyzed immediately, but in no case later than 48 hours after collection. However, samples from automatic samplers must be collected no later than the next business day after their accumulation, unless flow through automated analysis is utilized. Dilution of samples is not required. Samples may be analyzed directly with a properly calibrated turbidimeter. Samples are not required to be cooled.

Sampling and analysis of the receiving waters or outfalls beyond the minimum frequency required by this permit must be reported to the EPD as specified in Section IV.E of the permit.

11. REPORTING

1. The contractor is required to submit the sampling results to the EPD at the address shown in Part II.C by the fifteenth day of the month following the reporting period. Reporting periods are months during which samples are taken in accordance with this permit. Sampling results shall be in a clearly legible format. Upon written notification, EPD may require the applicable permittee to submit the sampling results on a more frequent basis. Sampling and analysis of any stormwater discharge(s) or the receiving water(s) beyond the minimum frequency stated in this permit must be reported in a similar manner to the EPD.

The sampling reports must be signed in accordance with Part V.G.2. Sampling reports must be submitted to EPD using the electronic submittal service provided by EPD. Sampling reports must be submitted to EPD until such time as a NOT in accordance with Part VI.

2. The contractor shall be familiar with and adhere to all requirements included in this EPD NPDES Permit GAR 100002 with regards to inspections, monitoring and reporting. The contractor shall also submit copies of all reports and monitoring results to the owner and the design professional.

3. All monitoring results shall include the following information:

a. The date, exact place and time of sampling or measurements.

b. The name(s) of the individual(s) who performed the sampling and measurements.

c. The date(s) analyses were performed.

d. The time(s) analyses were initiated.

e. The names of the individuals who performed the analyses.

f. References and written procedures, when available, for the analytical techniques or methods used; A quality control program must be included in the written procedures.

g. The results of such analyses, including the bench sheets, instrument readouts, computer disks or tapes, etc., used to determine these results;

h. Results which exceed 1000 NTU shall be reported as "exceeds 1000 NTU".

i. The summary report detailing the findings of the daily, 14-day, and monthly inspections of the BMPs, including the log of the erosion control measures and rainfall.

12. RETENTION OF RECORDS

1. The primary permittee (contractor) shall retain the following records at the construction site or the records shall be readily available at a designated alternate location from commencement of construction until such time as a NOT is submitted in accordance with Part VI:

a. A copy of all Notices of Intent submitted to EPD (NOIs, NOTs, etc.);

b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit;

c. The design professional's report of the results of the inspection conducted in accordance with Part IV.A.5 of this permit;

d. A copy of all monitoring information, results and reports required by this permit;

e. A copy of all inspection reports generated in accordance with Part IV.D.4.a of this permit;

f. A copy of all violation summaries and violation summary reports generated in accordance with Part III.D of this permit; and

g. Daily rainfall information collected in accordance with Part IV.D.4.a.(1) of this permit.

2. Copies of all Notices of Intent, Notices of Termination, reports, plans, monitoring reports, monitoring information, including all calibration and maintenance reports and all original strip chart recordings for continuous monitoring instrumentation, Erosion, Sedimentation and Pollution Control

Plans, records of all data used to complete the Notice of Intent to be covered by this permit and all other records required by this permit shall be retained by the contractor and owner for a period of at least three years from the date that the NOT is submitted in accordance with Part VI of this permit.

These records must be maintained at the contractor's and owner's primary places of business or at a designated location once the construction activity has ceased at the permitted site. This period may be extended by request of the EPD at any time upon written notification to the contractor.

I certify that the permittee's Erosion, Sedimentation and Pollution Control Plan provides for an appropriate and comprehensive system of best management practices required by the Georgia Water Quality Control Act and the document "Manual for Erosion and Sediment

Control in Georgia" (Manual) published by the State Soil and Water Conservation Commission as of January 1 of the year in which the land-disturbing activity was permitted, provides for the sampling of the receiving water(s) or the sampling of the storm water outfalls and that the designed system of best management practices and sampling methods is expected to meet the requirements contained in the

General NPDES Permit No. Gar 100002.

Joshua A. Becker, Professional Engineer

GSWCC LEVEL II Certified Design Professional Certification # 44316

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure certified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

JOSHUA A. BECKER, P.E.

GSWCC LEVEL II

DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION

DATE OF INSPECTION_______________________________________

I certify the site was in compliance with the ES&PC Plan on the date of inspection.

GSWCC Level II Design Professional Certification # 44316

Inspection revealed the following discrepancies from the ES&PC Plan:

These discrepancies must be addressed immediately and a re-inspection scheduled.

Work shall not proceed on the site until design Professional Certification is obtained.

For monitoring outfalls, the disturbed area associated with this project is 2.91 acres. The receiving streams are not trout streams.

The surface water drainage areas for the outfalls to be monitored is 330.57 acres. Appendix B of the NPDES

GAR 100002 Permit sets the approved NTU value at 750 NTUs for this outfall.

Samples taken for the purpose of compliance with this permit must be representative of the monitored activity and representative of the water quality of the receiving waters and/or outfalls using the following guidelines, detailed in section IV.D.6.c:

a. The upstream sample for each receiving water must be taken immediately upstream of the confluence of the first storm water discharge from the construction project, but downstream of any other storm water discharges not associated with the construction of this project.

b. The downstream sample for each receiving water must be taken downstream of the confluence of the last storm water discharge from the construction project, but upstream of any other storm water discharges not associated with the construction of this project.

c. Ideally, the samples should be taken from the horizontal and vertical center of the receiving water(s) or the storm water outfall channel(s).

d. Care should be taken to avoid stirring the bottom sediments in the receiving water or outfall channel.

e. The sampling container should be held so that the opening faces upstream.

f. The samples should be kept free from floating debris.

8. PHASING OF SAMPLING AREAS

If the Contractor chooses to use automated sample collection equipment, the Contractor's approved environmental engineer shall provide a minimum of six sampling assemblies to work in a sequence so as not to delay the construction of the project. In a typical area, the Contractor shall arrange to have the sample collectors installed to monitor the area that was just seeded, the area where work is currently ongoing, and the next area to be worked in. Please note that no work can occur in a drainage basin until a monitor is operational in that basin. Please also note that areas where the work is complete and the area has been seeded must be monitored until the area has reached final stabilization. For these purposes, final stabilization is defined as meaning that at least 70% of the soil surface is uniformly covered in permanent vegetation or equivalent permanent stabilization measures (such as rip-rap, permanent mulches or geo-textiles). Permanent vegetation shall consist of: planted trees, shrubs, perennial vines, a crop of perennial vegetation appropriate for the time of year and region, or a crop of annual vegetation and a seeding of target crop perennials appropriate for the region such that within the growing season a 70% coverage by perennial vegetation shall be achieved. Once an area has achieved final stabilization, as determined by the Engineer, the monitor can be removed and relocated to a site in advance of the construction.

9. SAMPLING FREQUENCY

The Contractor's environmental engineer must sample at least once for each rainfall event described below. For a qualifying event, samples must be taken within 45 minutes of:

i. the accumulation of the minimum amount of rainfall, if the storm water discharge to a monitored receiving water or outfall has begun at or prior to the accumulation, or

ii. the beginning of any storm water discharge to a monitored receiving water or outfall, if the discharge begins after the accumulation of the minimum amount of rainfall.

However, where manual and automatic sampling are impossible, as defined in the permit, or are beyond the Contractor's control, the Contractor shall take the sample as soon as possible, but in no case more than 12 hours after the beginning of the storm water discharge.

Certification # 44316, Expires April 8, 2027 agent, under my supervision.

COMPREHENSIVE MONITORING PLAN NOTES:

1. A Comprehensive Monitoring Plan (CMP) must be implemented as part of the project's Erosion, Sedimentation and Pollution

Control Plan in compliance with the EPD's General Permit No. 100002 (NPDES) prior to conducting any construction activity. The contractor shall keep a copy of the Erosion, Sedimentation, and Pollution Control Plan on site at all times from project beginning until final stabilization is achieved.

2. This CMP has been prepared by a Design Professional in accordance with the Permit.

3. For linear construction, the monitoring may be phased so that a monitor is always downstream of active construction. Monitoring of outfalls (drainage ditches) and streams is not required for inactive phases or for areas that have undergone final stabilization and all storm water discharges associated with construction activity from that phase have ceased.

4. MONITORING SITES

For the monitoring of this linear infrastructure project, two monitoring sites have been selected and are shown on the map on Sheet

CMP-02 of these plans. Both monitors are to be installed in Sope Creek and a sub-basin creek to Sope Creek.

a. Monitor A - This monitoring point shall be located in the sub-basin creek to Sope Creek, 20 feet upstream of Chicopee Drive. This monitor shall measure turbidity levels to compare with the levels recorded at Monitor B. No sanitary sewer construction will be upstream of Monitor A while the measurements at Monitor A are being compared with the readings at Monitor B. Storm water from approximately

2.8 acres of basin flows to this point.

b. Monitor B - This monitoring point shall be located in Sope Creek, downstream of Allgood Road. This monitor should be located approximately 100 feet downstream of Allgood Road so that all of the storm water leaving the sanitary sewer construction enters Sope

Creek upstream of the monitor, and shall monitor turbidity levels to compare with the levels recorded at Monitor A. This monitoring site will collect storm water flows from the sanitary sewer construction between Stations 31+27 and 73+91. The area flowing to this location includes approximately 1.63 acres of disturbed area and a total acreage of approximately 330.57 acres. The allowable increase in the

NTU value for this stream between Monitors A and B is 25 NTUs. Existing land use is residential, commercial, and woodlands.

5. COMPLIANCE WITH THE EPD'S NPDES GAR 100002 PERMIT

This project is expected to disturb approximately 2.91 acres of land. This in turn requires the Contractor and Owner to comply with the NPDES GAR 100002 Permit. A copy of the permit is included in the bid documents. This contract has been set up to have the

Design Professional prepare the Erosion, Sedimentation and Pollution Control Plan (the Plan). The Contractor's environmental engineer will prepare and submit the NOI and the NOT to the EPD and the local issuing authority as the permit requires. If the site exceeds 50 acres, the Plan will be submitted with the NOI. The Contractor has to sign the NOI and the NOT as the primary permittee. The Contractor will be responsible for the installation and maintenance of the BMPs, daily inspections as required by the

Permit and daily rainfall measurements as stated in the Erosion Control Notes shown on sheet ECN-01. The Contractor will employ the services of an environmental engineer approved by the Owner to be responsible for the implementation of the

Comprehensive Monitoring Plan (CMP), the storm water flow monitoring, the 14-day and monthly inspections of the BMPs, collection of records, paying all required fees, and the required report preparation and submittal. Reports are required for every month during which samples are taken in accordance with this permit. As noted above, certain parts of the compliance have been assigned to the Contractor and certain parts have been assigned to the sub-contracted environmental engineer. The bid proposal has been set up to pay the contractor on a unit price basis per month for all of the monitoring,inspecting, filing of notices and reporting required by the GAR 100002. Since the design, installation and maintenance of the BMPs presents a complete defense against actions by the EPD for violations, and the Contractor is responsible for the installation and maintenance of the BMPs, the

Contractor shall be responsible for any fines imposed by the EPD against the project, and the Owner shall be held blameless. The environmental engineer is also responsible for suggesting revisions and improvements to the BMPs. The Design Professional shall inspect the installation of the BMPs within seven days after construction activities begin as required by the permit.

6. The contractor shall submit copies of all inspection and monitoring reports to the owner and to the engineer on a monthly basis and to the EPD when the permit requires. Failure to comply with this requirement shall result in the owner holding payments due to the contractor.

Sampling by the Contractor's environmental engineer shall occur for the following events:

a. For each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allows for monitoring during normal business hours* (Monday thru Friday, 8:00 AM to 5:00 PM and Saturday 8:00 AM to 5:00 PM, excluding all non-working Federal holidays, when construction activity is being conducted by the Primary permittee) that occurs after all clearing and grubbing operations have been completed in the drainage area of the location selected;

b. In addition to (a) above, for each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allows for monitoring during normal business hours* that occurs either 90 days after the first sampling event or after all mass grading operations have been completed in the drainage area of the location selected , whichever comes first;

c. At the time of sampling performed pursuant to (a) and (b) above, if BMPs are found to be properly designed, installed and maintained, no further action is required. If BMPs in any area of the site that discharges to a receiving stream are not properly designed, installed and maintained, corrective action shall be defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inch during normal business hours* until the selected turbidity standard is attained, or until post-storm event inspections determine that BMPs are properly designed, installed and maintained.

*Note that the Permittee may choose to meet the requirements of (a) and (b) above by collecting turbidity samples from any rain event that reaches or exceeds 0.5 inch and allows for monitoring at any time of the day or week.

10. INSPECTIONS AND RAINFALL MEASUREMENTS

(1) Each day when any type of construction activity has taken place at a primary permittee's site, certified personnel provided by the primary permittee shall inspect: (a) all areas at…