2024_09_26 Merritt Road Park Site.pdf
PDF 27 MB Posted
- Attached to
- Merritt Road Park
- Solicitation number
- PE-63363-NONST-2025-000000019
- Issued by
- Cobb County, Georgia
About this file
This document is a Request for Proposal (RFP) issued by the City of Oakwood Parks Department for the Merritt Road Park Site Improvements project. The project involves site demolition, grading, construction of pedestrian paths, landscaping, irrigation, and other associated site work. The RFP requests proposals from qualified firms to provide design, engineering, and construction services. Proposals are due on October 31, 2024, and a mandatory pre-bid conference is scheduled for October 10, 2024. The project is expected to be awarded in December 2024, and the term of the contract is 12 months with optional 1-year renewals.
The RFP outlines pricing terms, including a requirement for itemized pricing. There are no set-aside requirements, and the City of Oakwood is the incumbent. The project is funded through the City's Parks and Recreation budget, with an estimated value between $1.5 and $2 million. Respondents must provide evidence of financial stability, relevant experience, and key personnel qualifications.
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Other files
| File | Type | Posted |
|---|---|---|
| RFB_25_51213.pdf | ||
| NEWSPAPER ADV MERRIT ROAD PARK.pdf |
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User:JONESE8258 Spec:AUS-NCSMOD File:C:\USERS\JONESE8258\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\COVER.DWG Scale:1:1 SavedDate:9/27/2024 Time:10:23 Plot Date: Jones, Evan; 9/27/2024; 10:25 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
COVER SHEET
LOCATION MAP
DRAWINGS FOR THE CONSTRUCTION OF
MERRITT ROAD PARK
800 MERRITT ROAD
MARIETTA, GA, 30062
BAR IS ONE INCH ON
UNREDUCED DRAWING
125 250
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CL CREEK
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CL CREEK
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CL CREEK
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CL CREEK
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CL CREEK
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CL CREEK
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CL CREEK IS PROPERTY LINE
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CL CREEK IS PROPERTY LINE
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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75' CITY SETBACK
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50' CITY BUFFER
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25' STATE BUFFER
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CL CREEK
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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PID: 16102300260 COBB COUNTY ZONING: R2 ACRES: 13.39
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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HATCH LEGEND:
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FLOOD ZONE AE
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FLOOD ZONE X
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AutoCAD SHX Text 1"=250'
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LOCATION MAP
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NO SCALE
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SITE
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SITE ENTRANCE: N:1445338.366 E:2191241.989
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SHEET SET INDEX:
AutoCAD SHX Text 1-2 3-4 5-6 7-8 9-10 11 12
AutoCAD SHX Text EXISTING CONDITIONS PHASE 1 GRADING PLAN PHASE 2 GRADING PLAN PHASE 1 SWP3 PLAN PHASE 2 SWP3 PLAN SWP3 NOTES SWP3 DETAILS
SAN
SAN
SAN
SAN
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\EXCON.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:43 Plot Date: Stewart, Bruce; 9/27/2024; 01:46 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
EX. COND. & DEMO. PLAN
80'40'0 20'
AutoCAD SHX Text
CL CREEK
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18" VCP
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18" VCP
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18" VCP
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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PID: 16102300260 COBB COUNTY ZONING: R2 ACRES: 13.39
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EXISTING DRIVE
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SANITARY SEWER TOP=1001.55 INV IN=993.85 INV OUT=993.65
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SANITARY SEWER TOP=1006.04 INV IN=995.34 INV OUT=995.24
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SANITARY SEWER TOP=1006.37 INV IN=996.27 INV OUT=996.17
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INV =1032.27
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MATCHLINE SEE SHEET 2
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SAN
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STM
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FIRE HYDRANT
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LIGHT POLE
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GAS LINE
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WATER LINE
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GAS METER
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IRON PIN FOUND (AS NOTED)
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UNDERGROUND ELECTRIC LINE
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UNDERGROUND COMMUNICATION LINE
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SIGN
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EX. SANITARY LINE
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EX. STORM SEWER LINE
AutoCAD SHX Text G
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AutoCAD SHX Text E
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UTILITY BOX
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WATER VALVE
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WATER METER
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OVERHEAD POWER LINE
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OHL
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UNDERGROUND FIBER OPTIC LINE
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FO
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COMMUNICATION BOX
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MAIL BOX
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SANITARY MANHOLE
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SANITARY CLEANOUT
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BENCHMARK
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EXISTING LEGEND:
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PROPERTY LINE
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CONTROL POINT
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FENCE
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DEMOLITION PLAN NOTES
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1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. EXCEPT AS NOTED. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEETS 8-10 PRIOR TO COMMENCING DEMOLITION. 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. REMOVE AND REINSTALL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.
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HATCH LEGEND:
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FLOOD ZONE AE
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FLOOD ZONE X
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PHASE 1 TREE REMOVAL
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PHASE 1 PAVEMENT REMOVAL
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PHASE 2 TREE REMOVAL
PHASE 2 PAVEMENT REMOVAL
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\EXCON-2.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:42 Plot Date: Stewart, Bruce; 9/27/2024; 01:46 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
EX. COND. & DEMO. PLAN
80'40'0 20'
AutoCAD SHX Text
25' STATE BUFFER
AutoCAD SHX Text
50' CITY BUFFER
AutoCAD SHX Text
75' CITY SETBACK
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING DRIVE
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SANITARY SEWER TOP=995.86 INV IN=990.06 INV OUT=989.96
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INV =1002.75
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INV =1002.73
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EX. CULVERT TO BE REMOVED
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MATCHLINE SEE SHEET 1
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AutoCAD SHX Text
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STM
AutoCAD SHX Text U
AutoCAD SHX Text
FIRE HYDRANT
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LIGHT POLE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
IRON PIN FOUND (AS NOTED)
AutoCAD SHX Text
UNDERGROUND ELECTRIC LINE
AutoCAD SHX Text
UNDERGROUND COMMUNICATION LINE
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SIGN
AutoCAD SHX Text
EX. SANITARY LINE
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EX. STORM SEWER LINE
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
UTILITY BOX
AutoCAD SHX Text
WATER VALVE
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WATER METER
AutoCAD SHX Text W
AutoCAD SHX Text
OVERHEAD POWER LINE
AutoCAD SHX Text
OHL
AutoCAD SHX Text
UNDERGROUND FIBER OPTIC LINE
AutoCAD SHX Text
FO
AutoCAD SHX Text
COMMUNICATION BOX
AutoCAD SHX Text T
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text M
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SANITARY MANHOLE
AutoCAD SHX Text
SANITARY CLEANOUT
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text S
AutoCAD SHX Text
EXISTING LEGEND:
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PROPERTY LINE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
FENCE
AutoCAD SHX Text X
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DEMOLITION PLAN NOTES
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1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. EXCEPT AS NOTED. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEETS 8-10 PRIOR TO COMMENCING DEMOLITION. 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. REMOVE AND REINSTALL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.
AutoCAD SHX Text
HATCH LEGEND:
AutoCAD SHX Text
FLOOD ZONE AE
AutoCAD SHX Text
FLOOD ZONE X
AutoCAD SHX Text
PHASE 1 TREE REMOVAL
AutoCAD SHX Text
PHASE 1 PAVEMENT REMOVAL
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PHASE 2 TREE REMOVAL
PHASE 2 PAVEMENT REMOVAL
SAN
SAN
SAN
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\INTERUM-GRADING_PLAN_1.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:34 Plot Date: Stewart, Bruce; 9/27/2024; 01:49 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
PH.1 GRADING PLAN
80'40'0 20'
AutoCAD SHX Text
CL CREEK
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
25' STATE BUFFER
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50' CITY BUFFER
AutoCAD SHX Text
75' CITY SETBACK
AutoCAD SHX Text
25' STATE BUFFER
AutoCAD SHX Text
50' CITY BUFFER
AutoCAD SHX Text
75' CITY SETBACK
AutoCAD SHX Text
EX. SINGLE FAMILY HOUSING DEVELOPMENT
AutoCAD SHX Text
EX. SINGLE FAMILY HOUSING DEVELOPMENT
AutoCAD SHX Text
EX. SINGLE FAMILY HOUSING DEVELOPMENT
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PID: 16102300260 COBB COUNTY ZONING: R2 ACRES: 13.39
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EXISTING DRIVE
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SANITARY SEWER TOP=1001.55 INV IN=993.85 INV OUT=993.65
AutoCAD SHX Text
SANITARY SEWER TOP=1006.04 INV IN=995.34 INV OUT=995.24
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SANITARY SEWER TOP=1006.37 INV IN=996.27 INV OUT=996.17
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INV =1032.27
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MATCHLINE SEE SHEET 4
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AutoCAD SHX Text NOTE: EARTHWORK ANALYSIS IS SURFACE TO SURFACE ONLY (DOES NOT INCLUDE BUILDING PAD, UTILITY TRENCHES, ETC.) AND TO BE USED AS A REFERENCE ONLY. CONTAMINATED CUT TO BE HAULED OFF AND LAWFULLY DISPOSED OF.
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FILL = 1,709 C.Y.
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NET = 50,132 C.Y. (CUT)
AutoCAD SHX Text NOTE: EARTHWORK ANALYSIS IS SURFACE TO SURFACE ONLY (DOES NOT INCLUDE BUILDING PAD, UTILITY TRENCHES, ETC.) AND TO BE USED AS A REFERENCE ONLY. CONTAMINATED CUT TO BE HAULED OFF AND LAWFULLY DISPOSED OF. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ALL TOPSOIL SHALL BE PLACED IN LANDSCAPING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF SIX TO TWELVE (6 TO 12) INCHES IN AREAS TO BE SEEDED. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS.
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CUT = 51,841 C.Y.
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EARTHWORK ANALYSIS:
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PROPOSED 5' CONTOUR
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PROPOSED 1' CONTOUR
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EXISTING 5' CONTOUR
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EXISTING 1' CONTOUR
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PROPOSED TOP OF CURB PROPOSED EDGE OF PAVEMENTT
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MATCH EXISTING GRADE
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PROPOSED PAVEMENT GRADE
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FINISHED FLOOR ELEVATION
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PROPOSED GROUND GRADE
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PROPOSED TOP OF GRATE
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XXX.XX
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XXX.XX
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XXX.XX
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XXX.XX
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EX.=XXX.XX
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GRATE=XXX.XX
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AutoCAD SHX Text
AutoCAD SHX Text F.F.E.=21.95
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XX%
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PROPOSED SLOPE
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PROPOSED DRAINAGE BOUNDARY
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MAJOR STORM RUNOFF PATH
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GRADING LEGEND:
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CONSTRUCTION LIMITS
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HATCH LEGEND:
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FLOOD ZONE AE
FLOOD ZONE X
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\INTEREM-GRADING_PLAN_2.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:36 Plot Date: Stewart, Bruce; 9/27/2024; 01:48 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
PH.1 GRADING PLAN
80'40'0 20'
AutoCAD SHX Text
25' STATE BUFFER
AutoCAD SHX Text
50' CITY BUFFER
AutoCAD SHX Text
75' CITY SETBACK
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING DRIVE
AutoCAD SHX Text
SANITARY SEWER TOP=995.86 INV IN=990.06 INV OUT=989.96
AutoCAD SHX Text
INV =1002.75
AutoCAD SHX Text
INV =1002.73
AutoCAD SHX Text
EX. CULVERT TO BE REMOVED
AutoCAD SHX Text
MATCHLINE SEE SHEET 3
AutoCAD SHX Text NOTE: EARTHWORK ANALYSIS IS SURFACE TO SURFACE ONLY (DOES NOT INCLUDE BUILDING PAD, UTILITY TRENCHES, ETC.) AND TO BE USED AS A REFERENCE ONLY. CONTAMINATED CUT TO BE HAULED OFF AND LAWFULLY DISPOSED OF. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ALL TOPSOIL SHALL BE PLACED IN LANDSCAPING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF SIX TO TWELVE (6 TO 12) INCHES IN AREAS TO BE SEEDED. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED 5' CONTOUR
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PROPOSED 1' CONTOUR
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EXISTING 5' CONTOUR
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EXISTING 1' CONTOUR
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PROPOSED TOP OF CURB PROPOSED EDGE OF PAVEMENTT
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MATCH EXISTING GRADE
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PROPOSED PAVEMENT GRADE
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FINISHED FLOOR ELEVATION
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PROPOSED GROUND GRADE
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PROPOSED TOP OF GRATE
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XXX.XX
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XXX.XX
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XXX.XX
AutoCAD SHX Text
XXX.XX
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EX.=XXX.XX
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GRATE=XXX.XX
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AutoCAD SHX Text
AutoCAD SHX Text F.F.E.=21.95
AutoCAD SHX Text
XX%
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PROPOSED SLOPE
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PROPOSED DRAINAGE BOUNDARY
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MAJOR STORM RUNOFF PATH
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AutoCAD SHX Text
GRADING LEGEND:
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CONSTRUCTION LIMITS
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HATCH LEGEND:
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FLOOD ZONE AE
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FLOOD ZONE X
AutoCAD SHX Text
FILL = 1,709 C.Y.
AutoCAD SHX Text
NET = 50,132 C.Y. (CUT)
AutoCAD SHX Text
CUT = 51,841 C.Y.
EARTHWORK ANALYSIS:
SAN
SAN
SAN
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\GRADING_PLAN_1.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:41 Plot Date: Stewart, Bruce; 9/27/2024; 01:47 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
PH.2 GRADING PLAN
80'40'0 20'
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CL CREEK
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18" VCP
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18" VCP
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18" VCP
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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EX. SINGLE FAMILY HOUSING DEVELOPMENT
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PID: 16102300260 COBB COUNTY ZONING: R2 ACRES: 13.39
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EXISTING DRIVE
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SANITARY SEWER TOP=1001.55 INV IN=993.85 INV OUT=993.65
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SANITARY SEWER TOP=1006.04 INV IN=995.34 INV OUT=995.24
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SANITARY SEWER TOP=1006.37 INV IN=996.27 INV OUT=996.17
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INV =1032.27
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MATCHLINE SEE SHEET 6
AutoCAD SHX Text NOTE: EARTHWORK ANALYSIS IS SURFACE TO SURFACE ONLY (DOES NOT INCLUDE BUILDING PAD, UTILITY TRENCHES, ETC.) AND TO BE USED AS A REFERENCE ONLY. CONTAMINATED CUT TO BE HAULED OFF AND LAWFULLY DISPOSED OF. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ALL TOPSOIL SHALL BE PLACED IN LANDSCAPING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF SIX TO TWELVE (6 TO 12) INCHES IN AREAS TO BE SEEDED. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS.
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PROPOSED 5' CONTOUR
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PROPOSED 1' CONTOUR
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EXISTING 5' CONTOUR
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EXISTING 1' CONTOUR
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PROPOSED TOP OF CURB PROPOSED EDGE OF PAVEMENTT
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MATCH EXISTING GRADE
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PROPOSED PAVEMENT GRADE
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FINISHED FLOOR ELEVATION
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PROPOSED GROUND GRADE
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PROPOSED TOP OF GRATE
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XXX.XX
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XXX.XX
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XXX.XX
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XXX.XX
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EX.=XXX.XX
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GRATE=XXX.XX
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AutoCAD SHX Text F.F.E.=21.95
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XX%
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PROPOSED SLOPE
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PROPOSED DRAINAGE BOUNDARY
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MAJOR STORM RUNOFF PATH
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GRADING LEGEND:
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CONSTRUCTION LIMITS
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CUT = 19,383 C.Y.
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EARTHWORK ANALYSIS:
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FILL = 19,390 C.Y.
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NET = 7 C.Y. (FILL)
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HATCH LEGEND:
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FLOOD ZONE AE
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\GRADING_PLAN_2.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:40 Plot Date: Stewart, Bruce; 9/27/2024; 01:47 ; Layout:LAYOUT1
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
PH.2 GRADING PLAN
80'40'0 20'
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25' STATE BUFFER
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50' CITY BUFFER
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75' CITY SETBACK
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EXISTING PAVEMENT
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EXISTING DRIVE
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SANITARY SEWER TOP=995.86 INV IN=990.06 INV OUT=989.96
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INV =1002.75
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INV =1002.73
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EX. CULVERT TO BE REMOVED
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MATCHLINE SEE SHEET 5
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AutoCAD SHX Text NOTE: EARTHWORK ANALYSIS IS SURFACE TO SURFACE ONLY (DOES NOT INCLUDE BUILDING PAD, UTILITY TRENCHES, ETC.) AND TO BE USED AS A REFERENCE ONLY. CONTAMINATED CUT TO BE HAULED OFF AND LAWFULLY DISPOSED OF. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ALL TOPSOIL SHALL BE PLACED IN LANDSCAPING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF SIX TO TWELVE (6 TO 12) INCHES IN AREAS TO BE SEEDED. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS.
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PROPOSED 5' CONTOUR
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PROPOSED 1' CONTOUR
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EXISTING 5' CONTOUR
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EXISTING 1' CONTOUR
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PROPOSED TOP OF CURB PROPOSED EDGE OF PAVEMENTT
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MATCH EXISTING GRADE
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PROPOSED PAVEMENT GRADE
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FINISHED FLOOR ELEVATION
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PROPOSED GROUND GRADE
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PROPOSED TOP OF GRATE
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XXX.XX
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XXX.XX
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XXX.XX
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XXX.XX
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EX.=XXX.XX
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GRATE=XXX.XX
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AutoCAD SHX Text F.F.E.=21.95
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XX%
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PROPOSED SLOPE
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PROPOSED DRAINAGE BOUNDARY
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MAJOR STORM RUNOFF PATH
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GRADING LEGEND:
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CONSTRUCTION LIMITS
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HATCH LEGEND:
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FLOOD ZONE AE
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FLOOD ZONE X
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CUT = 19,383 C.Y.
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EARTHWORK ANALYSIS:
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FILL = 19,390 C.Y.
NET = 7 C.Y. (FILL)
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\SWP3_NOTES.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:34 Plot Date: Stewart, Bruce; 9/27/2024; 01:45 ; Layout:ESC-01
800 MERRITT ROAD
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
SWP3 NOTES
Ds1
Ds3
Ds4
Ss
Sb
Tac
Ds1
Ds3
Ds4
Sb
Tac
Ds2 Ds2
Du Du
Ss
Cs
Bf
Cs
Fl-Co Fl-Co
Bf
FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES
GEORGIA SOIL AND WATER CONSERVATION COMMISSION
STRUCTURAL PRACTICES
Ch
Co
Cr Cr
Dc
Di
Dn1 Dn1
Dn2 Dn2
Fr
Ga
Gr
Lv
Rd
Re Re
Rt
Sd1
Sd2
Sd3
Rt
Sk
Sd4
Gr
Co
Sd3
Sk
Sr
St St
Su
Tc-F
Wt
Tr
Tp
Tc-F
Tp
Sr
CODE PRACTICE DETAIL DESCRIPTION CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
MAP
SYMBOL
STRUCTURAL PRACTICES
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
VEGETATIVE PRACTICES
Su
Spb Spb
Cd
MANAGEMENT PLAN:
ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER EVERY RAINFALL. ALL
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE AND EROSION.
STRUCTURES THAT SHALL BE INSPECTED INCLUDE:
1. SEDIMENT BARRIER - SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE
ORIGINAL HEIGHT OF THE BARRIER. SEDIMENT BARRIERS SHALL BE REPLACED PER
MANUFACTURER'S RECOMMENDATIONS OR THE HEIGHT OF THE PRODUCT IS NOT MAINTAINING 80%
OF ITS PROPERLY INSTALLED HEIGHT.
2. TEMPORARY SEDIMENT TRAP - REPAIR ALL DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION EQUIPMENT AT OR BEFORE THE END OF EACH WORKING DAY. SEDIMENT SHALL BE REMOVED FROM
THE TRAP WHEN IT REACHES THE SPECIFIED DISTANCE BELOW THE OUTLET OF THE PIPE (AT
CLEANOUT ELEVATION). THE SEDIMENT SHALL NOT BE DEPOSITED DOWNSTREAM FROM THE
EMBANKMENT, ADJACENT TO A STREAM OR FLOODPLAIN.
3. DIVERSION - INSPECT FOR ANY EROSION. REMOVE SEDIMENT WHEN SEDIMENT ACCUMULATES TO 4
INCHES.
4. THE RECEIVING STREAM, THE PUMPKINVINE CREEK TO RICHLAND CREEK REACH OF THE ETOWAH RIVER, IS A BIOTA IMPAIRED STREAM SEGMENT PER THE LATEST GEORGIA 305B/303D LIST DOCUMENT.
CRITERIA VIOLATED INCLUDE FECAL COLIFORM, AND FCG (PCBS), HOWEVER THIS REACH DOES NOT
IMPAIR THE FISH COMMUNITY (BIO F) OR MACROINVERTEBRATES (BIO M).
4.1. SITE SPECIFIC CONDITIONS OR REQUIREMENTS FOR THE PROJECT ARE NOT INCLUDED IN THE
IMPLEMENTATION PLAN.
4.2. NO ALTERNATIVE BMPS WILL BE USED FOR THIS PHASE OF THE PROJECT.
EROSION CONTROL
1. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST MANAGEMENT PRACTICES
FOR EROSION CONTROL AND SHALL COMPLY WITH THE STANDARDS / SPECIFICATIONS IN THE
"MANUAL FOR EROSION CONTROL AND SEDIMENT CONTROL IN GEORGIA", LATEST EDITION.
2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY
GRADING ON SITE.
3. PERMANENT VEGETATION SHALL BE PLACED AT ALL AREAS GRADED TO FINAL GRADE IMMEDIATELY UPON COMPLETION. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD
OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. DURING UNSUITABLE GROWING SEASONS,
MULCH WILL BE USED AS A TEMPORARY COVER (DS1). ON SLOPES THAT ARE 2:1 OR STEEPER, MULCH
WILL BE ANCHORED.
4. IN CONCENTRATED FLOW AREAS, ALL SLOPES STEEPER THAN 2.5:1 AND WITH THE HEIGHT TEN FEET OR GREATER, AND CUTS AND FILLS WITHIN STREAM BUFFER, SHALL BE STABILIZED WITH THE
APPROPRIATE EROSION CONTROL MATTING OR BLANKET.
5. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT AS STATED
IN THE NPDES PERMIT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ANY ADDITIONAL EROSION CONTROL MEASURES AS DIRECTED BY
THE GOVERNING JURISDICTION AND/OR THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES AND ENSURE THAT THEY ARE
PROPERLY FUNCTIONING PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
7. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN SEVEN (7)
DAYS AFTER INSTALLATION.
8. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A
HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.
9. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
10. 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.
11. ANY DISTURBED AREAS LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED
WITH MULCH OR TEMPORARY SEEDING.
POLLUTION CONTROLS
1. BMP'S SUCH AS CONSTRUCTION EXITS, WATERING STATIONS, AND SWEEPERS MAY BE UTILIZED TO
MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST.
2. 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.
3. THE EXTERIOR SITE SECURITY IMPROVEMENTS WILL NOT ENCROACH UPON THE STREAM BUFFER FOR
THE UNNAMED TRIBUTARY TO LINE CREEK.
4. PETROLEUM BASED PRODUCTS- CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS, TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE
CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS.
4.1. SOLVENTS- ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN
NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER COLLECTION
SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND PRODUCT
CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
4.2. CONCRETE TRUCK WASHING- WASHOUT OF CONCRETE DRUMS AT THE CONSTRUCTION SITE IS
PROHIBITED. CONTRACTOR IS TO SELECT LOCATIONS ON THE SITE FOR CONCRETE WASH DOWN
THAT MEET THE CONDITIONS OF THE 404 PERMIT AND NPDES STAND ALONE PERMIT. CONCRETE
WASH DOWN AREA SHOULD BE OUTSIDE OF THE AREA THAT IS MARKED FOR EXCAVATION AND
CAN BE LEFT BEHIND FOLLOWING CONSTRUCTION. CONTRACTOR SHALL SELECT AN EPA
RECOMMENDED WASHOUT BMP TO BE USED AND SUBMIT LOCATIONS AND WASHOUT BMP TYPE
FOR ENGINEER'S APPROVAL.
4.3. FERTILIZER/HERBICIDES- THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED
THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP
ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.
ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED CONTAINERS.
4.4. CONSTRUCTION MATERIALS- NO CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF
ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF ACCORDING TO APPLICABLE STATE AND
LOCAL REGULATIONS.
4.5. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS
AUTHORIZED BY A SECTION 404 PERMIT.
5. SPILL CLEANUP AND CONTROL PRACTICES
5.1. LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE
CLEARLY POSTED AND PROCEDURES MADE AVAILABLE TO SITE PERSONNEL.
5.2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL
STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO:
BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND
PROPERTY LABELED PLASTIC AND METAL WASTE CONTAINERS.
5.3. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND
ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.
5.4. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED
AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.
5.5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL
RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.
5.6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE
CONTACTED WITHIN 24 HOURS A 1-800-424-8802.
5.7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD
WILL BE CONTACTED WITHIN 24 HOURS.
5.8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE
CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.
5.9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHO PREPARED THIS PLAN IF MORE
THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF
EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS.
THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES
PLAN PREPARED BY A LICENSED PROFESSIONAL.
6. SANITARY UNIT WILL BE ONSITE TO COLLECT ALL SANITARY WASTE DURING CONSTRUCTION ACTIVITY.
SITE NOTES:
1. PROJECT IS LOCATED IN THE CITY OF FAIRBURN WITHIN FULTON COUNTY, GEORGIA.
2. THE TOTAL DISTURBED ACREAGE FOR THE SITE IS 9.62 ACRES. THE PROJECT CONTRIBUTING DRAINAGE AREA IS APPROXIMATELY 9.62 ACRES. THE TOTAL ON-SITE AND OFF-SITE CONTRIBUTING SURFACE WATER
DRAINAGE AREA TO THE OUTFALL LOCATIONS IS APPROXIMATELY 235 ACRES.
3. THE RECEIVING WATER FOR THIS PROJECT IS AN UN-NAMED TRIBUTARY TO SLOPE CREEK. THE STORMWATER DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM
SEGMENT.
4. WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING: 1) THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND, 2) THE APPROPRIATE PLAN SHEET [ ] DOES/ [X] DOES NOT INDICATE AREAS OF UNITED STATES ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS; AND, 3) IF WETLANDS ARE INDICATED, THE LAND OWNER OR DEVELOPER HAS BEEN ADVISED THAT LAND DISTURBANCE OF PROTECTED WETLAND SHALL NOT OCCUR UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION ("SECTION 404") PERMIT HAS BEEN
OBTAINED.
5. THE FEMA FLOOD MAP FOR THE SITE LOCATION WITHIN THE FIRM MAPS OF THE COBB COUNTY, GEORGIA
FLOOD INSURANCE STUDY IS MAP NUMBER 13067C0107H.
6. THE GROUND COVER IS LANDFILL. SOIL SERIES Ubp, URBAN LAND AND BORROW PITS.
7. PRIMARY PERMITTEE: XXXXXX
ADDRESS LINE 1
MARIETTA, GA 30062
EMAIL: XXXXXXXX
8. 24-HOUR CONTACT: TO BE DETERMINED,
CONTRACTOR NOT SELECTED
CONSTRUCTION SEQUENCE:
1. FOR EACH STAGE OF CONSTRUCTION THE FOLLOWING SEQUENCE WILL APPLY:
A. CONFIRM LOCATIONS OF AND CONSTRUCT / INSTALL INITIAL PHASE EROSION AND SEDIMENT
CONTROL BMPS WITHIN THE LIMITS OF THE STAGE PRIOR TO ANY OTHER CONSTRUCTION
ACTIVITIES ON SITE AS SHOWN ON PLANS.
B. REMOVE CONCRETE PAVEMENT TO THE LIMITS REQUIRED FOR CONSTRUCTION AND AS PROVIDED
IN PLANS.
C. PERFORM EARTHWORK GRADING ACTIVITIES, CONSTRUCT PROPOSED DRIVE ENTRANCES AND
ADDITIONAL DRIVE LANE AS PROVIDED IN PLANS. CONSTRUCT / INSTALL INITIAL, INTERMEDIATE
AND FINAL EROSION AND SEDIMENT CONTROL BMPS AS REQUIRED. EROSION AND SEDIMENT
CONTROL BMPS SHALL BE MAINTAINED UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITIES.
D. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY VEGETATION AND MULCH IF
LAND-DISTURBING ACTIVITIES CEASE FOR MORE THAN 14 CALENDAR DAYS IN ACCORDANCE WITH
THE STAND ALONE GAR100001 NDPES PERMIT. ONCE FINAL GRADES ARE ESTABILISHED IN AN
AREA, APPLY PERMANENT SOIL STABILIZATION IN ACCORDANCE WITH THE PLANS.
2. THE FOLLOWING SHALL APPLY AFTER ALL CONSTRUCTION STAGES ARE COMPLETE:
A. AFTER FINAL STABILIZATION FOR THE PROJECT, AS DEFINED BY NPDES GAR100001, IS ACHIEVED
RETURN TO THE SITE AND REMOVE ALL TEMPORARY MEASURES INCLUDING SEDIMENT BARRIERS
AND TEMPORARY SEDIMENT TRAPS. INSTALL PERMENANT VEGETATION TO ALL AREAS DISTURBED
BY THE TEMPORARY MEASURES.
404 PERMIT CONDITION NOTES
1. EQUIPMENT STAGING AND MAINTENANCE AREAS ARE PROHIBITED WITHIN 200 FEET OF STREAMS, OR
WITHIN 50 FEET OF WETLANDS OR OPEN WATERS, TO MINIMIZE THE POTENTIAL FOR WASH WATER, PETROLEUM PRODUCTS, OR OTHER CONTAMINANTS FROM CONSTRUCTION EQUIPMENT ENTERING
WATERS OF THE U.S.
2. UNCURED WASTE CONCRETE, CONSTRUCTION DEBRIS, DEMOLITION DEBRIS OR OTHER WASTE
MATERIALS SHALL NOT BE DISCHARGED INTO WATERS OF THE U.S. WASTE MATERIAL SHALL NOT BE DISPOSED OF OR STORED WITHIN 200 FEET OF STREAMS, OR WITHIN 50 FEET OF WETLANDS OR OPEN WATERS, TO MINIMIZE THE POTENTIAL FOR SUCH MATERIALS FROM ENTERING WATERS OF THE U.S.
3. ANY DISCHARGE OF UNCURED CONCRETE INTO THE WATERS OF THE U.S. DURING CONSTRUCTION OF THE DAM OR INTAKE STRUCTURE SHALL BE CONTAINED WITHIN WATERPROOF FORMS UNTIL CURED.
4. ONCE THE PROJECT SITE IS SUFFICIENTLY STABILIZED THROUGH RE-VEGETATION, THE PERMITEE SHALL REMOVE ALL SILT FENCING AND OTHER NON-BIODEGRADABLE EROSION CONTROL MEASURES FROM STREAM BANKS, RIPARIAN AREAS, WETLANDS AND UPLAND AREAS IMMEDIATELY ADJACENT TO OTHER WATERS OF THE U.S. WITHIN 30 DAYS OF COMPLETION OF THIS ACTION, THE PERMITEE SHALL
NOTIFY THE CORPS IN WRITING.
5. NO OILS, GREASE, MATERIALS OR OTHER POLLUTANTS WILL BE DISCHARGED FROM THE
CONSTRUCTION ACTIVITIES WHICH REACH PUBLIC WATERS.
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE EXPANSION OF THE EXISTING PARKING LOT AND REVISED TRUCK ENTRANCE DRIVE. ONE ADDITIONAL ENTRANCE LANE ALONG A SECTION OF THE SITE PERIMETER DRIVE WILL BE CONSTRUCTED. A REVISED SECURITY ENTRANCE ALONG WITH ADDITIONAL EXTERIOR SITE SECURITY
UPGRADES WILL ALSO BE CONSTRUCTED FOR THIS PROJECT.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A permanent vegetative cover using sods on highly erodable or critically eroded lands.
AutoCAD SHX Text The use of readily available native plant materials to maintain and enhance streambanks, or to prevent, or restore and repair small streambank erosion problems.
AutoCAD SHX Text A protective covering used to prevent erosion and establish temporary or permanent vegetation on steep slopes, shore lines, or channels.
AutoCAD SHX Text Controlling surface and air movement of dust on construction site, roadways and similar sites.
AutoCAD SHX Text Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
AutoCAD SHX Text Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
AutoCAD SHX Text Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)
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DISTURBED AREA STABILIZATION (WITH PERM SEEDING)
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DISTURBED AREA STABILIZATION (SODDING)
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DUST CONTROL ON DISTURBED AREAS
AutoCAD SHX Text
SLOPE STABILIZATION
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STREAMBANK STABILIZATION (USING PERM VEGETATION)
AutoCAD SHX Text
TACKIFIERS AND BINDERS
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)
AutoCAD SHX Text Substance used to anchor straw or hay mulch by causing the organic material to bind together.
AutoCAD SHX Text
COASTAL DUNE STABILIZATION (WITH VEGETATION)
AutoCAD SHX Text
BUFFER ZONE
AutoCAD SHX Text Planting vegetation on dunes that are denuded, artificially constructed, or re-nourished.
AutoCAD SHX Text Strip of undisturbed original vegetation, enhanced or restored existing vegetation or the reestablishment of vegetation surrounding an area of disturbance or bordering streams.
AutoCAD SHX Text Substance formulated to assist in the solids/liquid separation of suspended particles in solution.
AutoCAD SHX Text
FLOCCULANTS AND COAGULANTS
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(LABEL)
AutoCAD SHX Text
GABION
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DIVERSION
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CHECKDAM
AutoCAD SHX Text Permanent structures installed to protect channels or waterways where otherwise the slope would be sufficient for the running water to form gullies.
AutoCAD SHX Text A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
AutoCAD SHX Text A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
AutoCAD SHX Text An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
AutoCAD SHX Text A device or structure placed in front of a permanent stormwater detention pond outlet structure to serve as a temporary sediment filter.
AutoCAD SHX Text A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design.
AutoCAD SHX Text A permanent or temporary stone filter dam installed across small streams or drainageways.
AutoCAD SHX Text A structure to convert concentrated flow of water into less erosive sheet flow. This should be constructed only on undisturbed soils.
AutoCAD SHX Text A flexible conduit of heavy-duty fabric or other material designed to safely conduct surface runoff down a slope. This is temporary and inexpensive.
AutoCAD SHX Text A travelway constructed as part of a construction plan including access roads, subdivision roads, parking areas and other on-site vehicle transportation routes.
AutoCAD SHX Text A temporary channel constructed to convey flow around a construction site while a permanent structure is being constructed.
AutoCAD SHX Text Rock filter baskets which are hand-placed into position forming soil stabilizing structures.
AutoCAD SHX Text A temporary stone barrier constructed at storm drain inlets and pond outlets.
AutoCAD SHX Text A paved chute, pipe, sectional conduit or similar material designed to safely conduct surface runoff down a slope.
AutoCAD SHX Text An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
AutoCAD SHX Text A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
AutoCAD SHX Text Improving, constructing or stabilizing an open channel, existing stream, or ditch.
AutoCAD SHX Text A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
AutoCAD SHX Text
CHANNEL STABILIZATION
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CONSTRUCTION EXIT
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CONSTRUCTION ROAD STABILIZATION
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STREAM DIVERSION CHANNEL
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TEMPORARY DOWNDRAIN STRUCTURE
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PERMANENT DOWNDRAIN STRUCTURE
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FILTER RING
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GRADE STABILIZATION STRUCTURE
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LEVEL SPREADER
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ROCK FILTER DAM
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RETAINING WALL
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RETRO FITTING
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SEDIMENT BARRIER
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INLET SEDIMENT TRAP
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TEMPORARY SEDIMENT BASIN
AutoCAD SHX Text
(INDICATE TYPE)
AutoCAD SHX Text A buoyant device that releases/drains water from the surface of sediment ponds, traps, or basins at a controlled rate of flow.
AutoCAD SHX Text
FLOATING SURFACE SKIMMER
AutoCAD SHX Text A small temporary pond that drains a disturbed area so that sediment can settle out. The principle feature distinguishing a temporary sediment trap from a temporary sediment basin is the lack of a pipe or riser.
AutoCAD SHX Text
TEMPORARY SEDIMENT TRAP
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text A rough soil surface with horizontal depressions on a contour or slopes left in a roughened condition after grading.
AutoCAD SHX Text A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
AutoCAD SHX Text A temporary bridge or culvert-type structure protecting a stream or watercourse from damage by crossing construction equipment.
AutoCAD SHX Text
TEMPORARY STREAM CROSSING
AutoCAD SHX Text
STORMDRAIN OUTLET PROTECTION
AutoCAD SHX Text
SURFACE ROUGHENING
AutoCAD SHX Text A floating or staked barrier installed within the water (it may also be referred to as a floating boom, silt barrier, or silt curtain).
AutoCAD SHX Text
TURBIDITY CURTAIN
AutoCAD SHX Text Paved or vegetative water outlets for diversions, terraces, berms, dikes or similar structures.
AutoCAD SHX Text
VEGETATED WATERWAY OR STORMWATER CONVEYANCE CHANNEL
AutoCAD SHX Text
(LABEL)
AutoCAD SHX Text To protect desirable trees from injury during construction activity.
AutoCAD SHX Text
TREE PROTECTION
AutoCAD SHX Text The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities.
AutoCAD SHX Text
TOPSOILING
AutoCAD SHX Text
(SHOW STRIPING AND STORAGE AREAS)
AutoCAD SHX Text
(DENOTE TREE CENTERS)
AutoCAD SHX Text Linear control device constructed as a diversion perpendicular to the direction of runoff to enhance dissipation and infiltration, while creating multiple sedimentation chambers with the employment of intermediate dikes.
AutoCAD SHX Text
SEEP BERM
(LABEL)
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\SWP3_NOTES.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:34 Plot Date: Stewart, Bruce; 9/27/2024; 01:45 ; Layout:ESC-02
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
SWP3 NOTES
1. 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.
2. 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
THAT 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."
3. 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 GEORGIA 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 100001.
4. I CERTIFY THAT THE PERMITTEE’S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR THE MONITORING OF: (A) ALL PERENNIAL AND INTERMITTENT STREAMS AND OTHER
WATER BODIES SHOWN ON THE USGS TOPOGRAPHIC MAP AND ALL OTHER FIELD VERIFIED
PERENNIAL AND INTERMITTENT STEAMS AND OTHER WATER BODIES, OR (B) WHERE ANY SUCH
SPECIFIC IDENTIFIED PERENNIAL OR INTERMITTENT STREAM AND OTHER WATER BODY IS NOT
PROPOSED TO BE SAMPLED, I HAVE DETERMINED IN MY PROFESSIONAL JUDGMENT, UTILIZING THE FACTORS REQUIRED IN THE GENERAL NPDES PERMIT NO. GAR 100001, THAT THE INCREASE IN THE TURBIDITY OF EACH SPECIFIC IDENTIFIED SAMPLED RECEIVING WATER WILL BE REPRESENTATIVE OF THE INCREASE IN THE TURBIDITY OF A SPECIFIC IDENTIFIED UN-SAMPLED RECEIVING WATER.
5. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF
THE INITIAL SEDIMENT STORAGE REQUIREMENTS, PERIMETER CONTROL BMPS, AND SEDIMENT
BASINS WITHIN 7 DAYS AFTER INSTALLATION.
<NAME>. DATE
GSWCC LEVEL II CERTIFICATION NO. XXXXXXXXXX
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.
<NAME> GSWCC LEVEL II CERTIFICATION NO. XXXXXXXXXX
INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN:
THE PERMITTEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER RELATED SITE CONDITIONS
ARE SUCH THAT ADDITIONAL TIME IS REQUIRED.
SIZE OF SITE:
SURFACE WATER DRAINAGE AREA:
TYPE OF RECEIVING WATER:
NTU VALUE:
NPDES - NTU APPENDIX B VALUES
9.67 ACRES
.02 SQUARE MILES
WARM WATER
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN CHECKLIST
STAND ALONE CONSTRUCTION PROJECTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCTION SCHEDULE
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
MONTH 1
AutoCAD SHX Text
MONTH 2
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MONTH 3
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MONTH 4
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MONTH 5
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MONTH 6
AutoCAD SHX Text
SITE PREPARATION
AutoCAD SHX Text
INSTALL AND MAINTAIN EROSION CONTROL
EARTHWORK GRADING AND SITE CONSTRUCTION
User:BSTEWART Spec:AUS-NCSMOD File:C:\USERS\BSTEWART\DC\ACCDOCS\ARCADIS ACC US\AUS-30220794-MERRITT ROAD PARK\PROJECT FILES\10_WIP\10C_CIVIL\DESIGN\SHEETS\SWP3_NOTES.DWG Scale:1:1 SavedDate:9/27/2024 Time:01:34 Plot Date: Stewart, Bruce; 9/27/2024; 01:45 ; Layout:ESC-03
NO. ISSUED FORDATE BY
MARIETTA, GA
SEPTEMBER, 2024
XXXXXXXXX.XXXX
LEGAL ENTITY:
ARCADIS U.S., INC.
8101 North High Street, Suite 100 | Columbus | OH | 43235 | USA
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30220794
MERRITT ROAD PARK
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF INTERIM
REVIEW, NOT FOR
CONSTRUCTION
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.: OF
REVISIONS
CLIENT PROJ. NO.:
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 40
ARCADIS U.S., INC
RECORD DRAWING
Date By09/2024 J. BARNETTE
30% SUBMITTAL
E. JONES
E. JONES
T. NEWCOMB
SWP3 NOTES
SAMPLING METHODS & PROCEDURES
GENERAL PERMIT NO. GAR 100001 - EFFECTIVE (August 1, 2018)
REPRESENTATIVE SAMPLING ON STAND ALONE CONSTRUCTION PROJECT
Receiving water samples and storm water discharge samples will be collected by "grab samples",…
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