Site Development Plans Reading Pavilion Dalton Whitfield County Public Library

Project Information

Bid Title
Site Development Plans Reading Pavilion Dalton Whitfield County Public Library
Issuing Agency
Whitfield County
Location
Georgia
Published Date
Oct 24, 2025
Closing Date
Nov 24, 2025
Government Level
State & Local
Status
Closed
Original Source
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Project Description
Description Opening Date/Time Closing Date/Time


Site Development Plans


Reading Pavilion Dalton Whitfield County Public Library



October 24, 2025
8:00
AM



November 24, 2025
2:00
PM

Attachment Preview
SITE DEVELOPMENT PLANS
FOR
DALTON LIBRARY
CAPPES STREET
1. THESE PLANS HAVE BEEN SIGNED AND SEALED FOR REVIEW ONLY. THEY CANNOT BE
USED FOR CONSTRUCTION UNTIL THEY HAVE BEEN APPROVED, STAMPED AND SIGNED BY THE
APPROPRIATE AUTHORITIES AND ALL NECESSARY PERMITS HAVE BEEN OBTAINED BY THE
CLIENT.
2. THE CLIENT IS ULTIMATELY RESPONSIBLE FOR OBTAINING THE APPROPRIATE PERMITS FOR
CONSTRUCTION FROM ALL FEDERAL, STATE AND LOCAL PERMITTING AUTHORITIES. RICHARDS &
ASSOCIATES ENGINEERING, INC. IS NOT LIABLE FOR THE FAILURE OF THE CLIENT TO OBTAIN
THE NECESSARY PERMITS.
3. THIS DRAWING SHEET IS PART OF A COMPLETE SET OF DESIGN DRAWINGS. IT SHOULD
NOT BE SEPARATED FROM THE SET. INFORMATION PERTINENT TO THIS SHEET MAY BE FOUND
ON OTHER SHEETS IN THE SET.
4. A COPY OF THE CURRENT SET OF APPROVED DRAWINGS MUST BE KEPT ON THE
CONSTRUCTION SITE AT ALL TIMES.
5. THE CLIENT IS RESPONSIBLE FOR ENSURING THAT THE CONTRACTOR HAS A COPY OF THE
CURRENT SET OF APPROVED DRAWINGS ONSITE AT ALL TIMES.
6. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE
DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE
CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE
OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE RESOLVED. RICHARDS & ASSOCIATES ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR
CONFLICTS IF WE ARE NOT NOTIFIED PRIOR TO INSTALLATION.
7. THESE DRAWINGS HAVE BEEN STAMPED AND SIGNED ENGINEERING DESIGN CONTENT ONLY.
PROPERTY LINE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN PROVIDED BY THE
CLIENT OR A REGISTERED LAND SURVEYOR AND ARE SHOWN FOR REFERENCE ONLY. THE
CLIENT MUST ENGAGE THE SERVICES OF A REGISTERED LAND SURVEYOR TO RESEARCH, PLAT
AND LOCATE ALL PROPERTY CORNERS PRIOR TO THE PURCHASE OF THE PROPERTY AND
COMMENCEMENT OF CONSTRUCTION. RICHARDS & ASSOCIATES ENGINEERING, INC. IS NOT
RESPONSIBLE FOR VERIFYING THE LOCATION OF OR EXISTENCE OF THE LIMITS OR BOUNDARY
OF THE CLIENT'S PROPERTY. AT THE CLIENT'S REQUEST, RICHARDS & ASSOCIATES
ENGINEERING, INC. USES THE INFORMATION PROVIDED BY THE CLIENT, EITHER DIRECTLY OR
THROUGH THE CLIENT'S SURVEYOR, TO PRODUCE CONSTRUCTION DRAWINGS FOR THE CLIENT.
THESE DRAWINGS MAY HAVE BEEN PREPARED FOR A SITE NOT CURRENTLY OWNED BY THE
CLIENT. THE CLIENT IS RESPONSIBLE FOR ENSURING THAT HE HAS THE RIGHT TO OCCUPY
THE PROPERTY FOR THE PURPOSE OF CONSTRUCTION. RICHARDS & ASSOCIATES ENGINEERING,
INC. MAKES NO CLAIMS AS TO THE OWNERSHIP OF THE SUBJECT PROPERTY OR ADJACENT
PROPERTIES.
OWNER/DEVELOPER:
NORTHWEST GEORGIA
REGIONAL LIBRARY SYSTEM
310 CAPPES STREET
DALTON, GA 30720
PRIMARY PERMITTEE:
XXX
24 HOUR LOCAL CONTACT RESPONSIBLE FOR
EROSION, SEDIMENTATION AND POLLUTION
CONTROLS:
XXX
www.Georgia811.com
Know what's below.
Call before you dig.
LOCATED IN LAND LOT 199, DISTRICT 12, SECTION 3
CITY OF DALTON
PARCEL: 12-199-27-057
WHITFIELD COUNTY, GEORGIA
N 34.775745°, W 84.977352°
SITE AREA: ±2.64 ACRES
DISTURBED AREA: ±0.90 ACRES
SITE
DESIGN PROFESSIONAL'S CERTIFICATION
1. 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.
2. I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY
AUTHORIZED AGENT, UNDER MY SUPERVISION.
3. GEORGIA'S 305(b)/303(d) LIST DOCUMENTS HAVE BEEN CONSULTED.
GA PROFESSIONAL ENGINEER NO.
26730
LEVEL II CERTIFIED DESIGN
PROFESSIONAL NO. 8688
STEPHEN R. RICHARDS, PE
GSWCC LEVEL II CERTIFICATION NO. 8688
10/20/25
DATE
THIS PROJECT IS DESIGNED TO BE IN COMPLIANCE WITH THE GEORGIA GENERAL
PERMIT NO. GAR100001 AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM WITH CONSTRUCTION ACTIVITY FOR
STAND ALONE CONSTRUCTION PROJECTS EFFECTIVE AUGUST 1, 2018 AND THE
MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, EFFECTIVE
JANUARY 1, 2016.
VICINITY MAP
NTS
SHEET INDEX
C0 COVER SHEET
C1 INITIAL PHASE SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C2 INTERMEDIATE A SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C3 INTERMEDIATE B SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C4 FINAL PHASE SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C5 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
C6 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
C7 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
C8 EXISTING CONDITIONS & DEMOLITION PLAN
C9 SITE PLAN
C10 GRADING & DRAINAGE PLAN
C11 CONSTRUCTION DETAILS
RAE
RICHARDS & ASSOCIATES ENGINEERING, INC.
CIVIL ENGINEERING + LAND PLANNING
P.O. BOX 220, CHATSWORTH, GA 30705
(706) 616-5906
C RICHARDS & ASSOC. ENGINEERING, INC.
JOB NO. RAE 24-018
DATE
10/20/25
DRAWN BY
SRR
REVISIONS
DRAWING TITLE
CIVIL
COVER SHEET
SHEET NO.
C0
GRAPHIC SCALE
30
0
15
30
60
( IN FEET )
1 inch = 30 ft.
EROSION CONTROL LEGEND
Cd
CHECKDAM
Ch
CHANNEL STABILIZATION
Ch-(type)
Co
CONSTRUCTION
EXIT
Di
DIVERSION DITCH
Di
Fr
Rt
Sd1
Sd2
Sd3
St
Su
Sd4
Ss
Bf
Ds1
Ds2
Ds3
Pm
Du
STONE
FILTER RING
RETROFITTING
SEDIMENT
BARRIER
INLET
SEDIMENT TRAP
TEMPORARY
SEDIMENT BASIN
STORM DRAIN
OUTLET
PROTECTION
SURFACE
ROUGHENING
TEMPORARY
SEDIMENT TRAP
EROSION CONTROL
MATTING
BUFFER
ZONE
DISTURBED AREA
STABILIZATION
(WITH
MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH
TEMPORARY
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH
PERMANENT
VEGETATION)
POLYACRYLAMIDE
DUST CONTROL
Rt
TYPE
St
Su
Sd4
Ss
Bf
Ds1
Ds2
Ds3
PAM
Du
TOP= 777.3
INV= 758.65
SSMH
HYD
24" RCP
18" RSCPd2-P
SWMH
TOP=782.6
OUT 768.5
IN= 773.5
IN= 768.6
TOP=776.7
OUT= 772.7
Sd2-P
TOP=779.7
OUT= 774.0
42" RCP
785
SSMH
TOP= 791.0
OUT 768.85
IN= 769
TOP=780.2
INV = 775
Sd2-P
785
790
WATER VALVE
794.67
785
790 Ds1
Ds2
Du
APPROX. LOCATION WATER LINES
WAUGH STREET 84' R/W
Sd1-S
8" SAN SEWER LINE
C-POP
790
WATER VALVE
Cw
Co
COORDINATE EXIT ONTO WAUGH STREET
WITH DALTON PUBLIC WORKS DEPARTMENT
TOP 802.27
IN 796.27
OUT 796.17
SSMH
Ds1
Ds2
Du
790
790
W
Cw
W W APPROX. LOCATION WATER LINES
WATER VALVE
TOP=792.9
OUT 775.9
Sd2-P
795
TOP=797.3
INV= 790.65
Sd2-P
FLAGPOLE
BOOK
RETURN
BOX
X
FF
FF
RETAINER WALLS
795
WATER VALVE
C.C. FLUME
TWO STORY BUILDING
36" RCP
Sd2-P
TOP= 781.2
INV= 776.8
18" RCP
785
FSFd2-P
TOP= 782.2
INV= 780.15
24" RCP
Sd2-F
TOP= 783.3
INV= 780.0
RIP RAP DITCH
X
Sd1-NS
FILTREXX
790
Sd2-P
790
Sd1-NS
FILTREXX
X
790
Sd1-S
C-POP
805
Cr
18' WIDE CONSTRUCTION
DRIVE WITH 6" STONE
SSMH
IN= 805.8
OUT 805.7
Ds1
Ds2
Du
Sd2-F
24" RCP
18" RCP
795
Sd1-S
795
C-POP
795
SSMH
TOP= 800.0
OUT 790.25
IN= 790.4
OVERHEAD POWER
CONSTRUCTION SEQUENCE (INITIAL PHASE)
1. CALL FOR UTILITY LOCATE PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. INSTALL CONSTRUCTION EXIT (Co).
3. INSTALL CONCRETE WASHOUT BASIN (Cw).
4. INSTALL SILT FENCE (Sd1-NS) AS SHOWN.
5. INSTALL INLET PROTECTION AS SHOWN (Sd2-P, Sd2-F).
NOTE: AT THE END OF EACH DAY, CONSTRUCT A SAFETY FENCE
AROUND ALL SEDIMENT BASINS OR TRAPS, DITCHES, TRENCHES,
HOLES, ETC. WITH 2:1 OR STEEPER SLOPES AND A DEPTH GREATER
THAN 24".
GA PROFESSIONAL ENGINEER NO.
26730
LEVEL II CERTIFIED DESIGN
PROFESSIONAL NO. 8688
JOB NO. RAE 24-018
DATE
10/20/25
DRAWN BY
SRR
REVISIONS
RAE
RICHARDS & ASSOCIATES ENGINEERING, INC.
CIVIL ENGINEERING + LAND PLANNING
P.O. BOX 220, CHATSWORTH, GA 30705
(706) 616-5906
C RICHARDS & ASSOC. ENGINEERING, INC.
DRAWING TITLE
INITIAL PHASE
SOIL EROSION
SEDIMENTATION
AND POLLUTION
CONTROL PLAN
SHEET NO.
C1
GRAPHIC SCALE
30
0
15
30
60
( IN FEET )
1 inch = 30 ft.
TOP= 777.3
INV= 758.65
SSMH
HYD
24" RCP
18" RSCPd2-P
SWMH
TOP=782.6
OUT 768.5
IN= 773.5
IN= 768.6
TOP=776.7
OUT= 772.7
Sd2-P
TOP=779.7
OUT= 774.0
42" RCP
785
SSMH
TOP= 791.0
OUT 768.85
IN= 769
TOP=780.2
INV = 775
Sd2-P
785
790
WATER VALVE
794.67
785
790 Ds1
Ds2
Du
APPROX. LOCATION WATER LINES
WAUGH STREET 84' R/W
Sd1-S
8" SAN SEWER LINE
C-POP
790
WATER VALVE
Cw
Co
Ds1
Ds2
Du
790
790
W
Cw
W W APPROX. LOCATION WATER LINES
WATER VALVE
TOP=792.9
OUT 775.9
Sd2-P
795
TOP=797.3
INV= 790.65
Sd2-P
FLAGPOLE
BOOK
RETURN
BOX
CONSTRUCT 6" STONE BASE
FOR HEAVY EQUIPMENT PER
GEO-PIER CONTRACTOR'S
REQUIREMENT
WATER VALVE
C.C. FLUME
FF
FF
RETAINER WALLS
795
TWO STORY BUILDING
36" RCP
Sd2-P
TOP= 781.2
INV= 776.8
18" RCP
785
FSFd2-P
TOP= 782.2
INV= 780.15
24" RCP
Sd2-F
TOP= 783.3
INV= 780.0
RIP RAP DITCH
X
Sd1-NS
FILTREXX
790
Sd2-P
790
Sd1-S
C-POP
Sd1-NS
FILTREXX
X
X
790
COORDINATE EXIT ONTO WAUGH STREET
WITH DALTON PUBLIC WORKS DEPARTMENT
TOP 802.27
IN 796.27
OUT 796.17
SSMH
805
Cr
18' WIDE CONSTRUCTION
DRIVE WITH 6" STONE
SSMH
IN= 805.8
OUT 805.7
DISTURBANCE
LIMIT
Ds1
Ds2
Du
Sd2-F
24" RCP
18" RCP
DISTURBANCE
LIMIT
795
795
Sd1-S
C-POP
795
SSMH
TOP= 800.0
OUT 790.25
IN= 790.4
OVERHEAD POWER
CONSTRUCTION SEQUENCE (INTERMEDIATE PHASE A)
1. MAINTAIN ALL INSTALLED BMP'S. REMOVE SEDIMENT AS
REQUIRED.
2. BUILD STONE PAD FOR GEO-PIER INSTALLATION.
3. MAINTAIN DUST CONTROL AND PLACE TEMPORARY MULCH
AND/OR GRASSING AS NEEDED.
NOTE: AT THE END OF EACH DAY, CONSTRUCT A SAFETY FENCE
AROUND ALL SEDIMENT BASINS OR TRAPS, DITCHES, TRENCHES,
HOLES, ETC. WITH 2:1 OR STEEPER SLOPES AND A DEPTH GREATER
THAN 24".
GA PROFESSIONAL ENGINEER NO.
26730
LEVEL II CERTIFIED DESIGN
PROFESSIONAL NO. 8688
JOB NO. RAE 24-018
DATE
10/20/25
DRAWN BY
SRR
REVISIONS
RAE
RICHARDS & ASSOCIATES ENGINEERING, INC.
CIVIL ENGINEERING + LAND PLANNING
P.O. BOX 220, CHATSWORTH, GA 30705
(706) 616-5906
C RICHARDS & ASSOC. ENGINEERING, INC.
DRAWING TITLE
INTERMEDIATE A
SOIL EROSION
SEDIMENTATION
AND POLLUTION
CONTROL PLAN
SHEET NO.
C2
GRAPHIC SCALE
30
0
15
30
60
( IN FEET )
1 inch = 30 ft.
TOP= 777.3
INV= 758.65
SSMH
HYD
24" RCP
18" RSCPd2-P
SWMH
TOP=782.6
OUT 768.5
IN= 773.5
IN= 768.6
TOP=776.7
OUT= 772.7
Sd2-P
TOP=779.7
OUT= 774.0
42" RCP
785
SSMH
TOP= 791.0
OUT 768.85
IN= 769
TOP=780.2
INV = 775
Sd2-P
785
790
WATER VALVE
794.67
Ds1
Ds2
Du
785
790
APPROX. LOCATION WATER LINES
WAUGH STREET 84' R/W
Sd1-S
8" SAN SEWER LINE
C-POP
790
WATER VALVE
Cw
Co
TOP 802.27
IN 796.27
OUT 796.17
SSMH
Ds1
Ds2
Du
790
790
W
Cw
W W APPROX. LOCATION WATER LINES
WATER VALVE
TOP=792.9
OUT 775.9
Sd2-P
795
TOP=797.3
INV= 790.65
Sd2-P
FLAGPOLE
BOOK
RETURN
BOX
X
Sd2-F
FF
FF
RETAINER WALLS
795
WATER VALVE
C.C. FLUME
TWO STORY BUILDING
36" RCP
Sd2-P
TOP= 781.2
INV= 776.8
18" RCP
785
FSFd2-P
TOP= 782.2
INV= 780.15
24" RCP
Sd2-F
TOP= 783.3
INV= 780.0
RIP RAP DITCH
X
Sd1-NS
FILTREXX
790
Sd2-P
790
Sd1-NS
FILTREXX
Sd2-P
X
790
Sd1-S
C-POP
805
Cr
18' WIDE CONSTRUCTION
DRIVE WITH 6" STONE
SSMH
IN= 805.8
OUT 805.7
DISTURBANCE
LIMIT
Ds1
Ds2
Du
Sd2-F
24" RCP
18" RCP
DISTURBANCE
LIMIT
795
795
Sd1-S
C-POP
795
SSMH
TOP= 800.0
OUT 790.25
IN= 790.4
OVERHEAD POWER
CONSTRUCTION SEQUENCE (INTERMEDIATE PHASE B)
1. MAINTAIN ALL INSTALLED BMP'S. REMOVE SEDIMENT AS
REQUIRED.
2. INSTALL STORM SEWER.
3. CONSTRUCT BUILDING.
4. MAINTAIN DUST CONTROL AND PLACE TEMPORARY MULCH
AND/OR GRASSING AS NEEDED.
NOTE: AT THE END OF EACH DAY, CONSTRUCT A SAFETY FENCE
AROUND ALL SEDIMENT BASINS OR TRAPS, DITCHES, TRENCHES,
HOLES, ETC. WITH 2:1 OR STEEPER SLOPES AND A DEPTH GREATER
THAN 24".
GA PROFESSIONAL ENGINEER NO.
26730
LEVEL II CERTIFIED DESIGN
PROFESSIONAL NO. 8688
JOB NO. RAE 24-018
DATE
10/20/25
DRAWN BY
SRR
REVISIONS
RAE
RICHARDS & ASSOCIATES ENGINEERING, INC.
CIVIL ENGINEERING + LAND PLANNING
P.O. BOX 220, CHATSWORTH, GA 30705
(706) 616-5906
C RICHARDS & ASSOC. ENGINEERING, INC.
DRAWING TITLE
INTERMEDIATE B
SOIL EROSION
SEDIMENTATION
AND POLLUTION
CONTROL PLAN
SHEET NO.
C3
GRAPHIC SCALE
30
0
15
30
60
( IN FEET )
1 inch = 30 ft.
TOP= 777.3
INV= 758.65
SSMH
HYD
24" RCP
18" RCP
SWMH
TOP=782.6
OUT 768.5
IN= 773.5
IN= 768.6
TOP=776.7
OUT= 772.7
TOP=779.7
OUT= 774.0
42" RCP
785
SSMH
TOP= 791.0
OUT 768.85
IN= 769
TOP=780.2
INV = 775
785
790
WATER VALVE
794.67
785
Ds3
790
APPROX. LOCATION WATER LINES
WAUGH STREET 84' R/W
8" SAN SEWER LINE
WATER VALVE
790
795
TOP 802.27
IN 796.27
OUT 796.17
SSMH
790
790
Ds3
W
W W APPROX. LOCATION WATER LINES
WATER VALVE
TOP=792.9
OUT 775.9
FF
FF
RETAINER WALLS
795
Ds3
WATER VALVE
C.C. FLUME
TWO STORY BUILDING
795
TOP=797.3
INV= 790.65
FLAGPOLE
36" RCP
BOOK
RETURN
BOX
TOP= 781.2
INV= 776.8
18" RCP
FF
TOP= 782.2
INV= 780.15
785
24" RCP
TOP= 783.3
INV= 780.0
RIP RAP DITCH
790
Ds3
24" RCP
805
SSMH
IN= 805.8
OUT 805.7
DISTURBANCE
LIMIT
18" RCP
790
DISTURBANCE
LIMIT
795
790
Ds3
795
795
SSMH
TOP= 800.0
OUT 790.25
IN= 790.4
OVERHEAD POWER
CONSTRUCTION SEQUENCE (FINAL PHASE)
1. MAINTAIN ALL INSTALLED BMP'S. REMOVE SEDIMENT AS
REQUIRED. MAINTAIN MONITORING PROGRAM.
2. COMPLETE GRADING OPERATIONS AND STABILIZE ALL DISTURBED
AREAS WITH THE APPROPRIATE PERMANENT VEGETATION OR
OTHER SURFACE TREATMENT. INSTALL MATTING ON ALL POND
SLOPES AND 4" OF STRAW ON ALL OTHER DISTURBED AREAS.
3. REMOVE CONCRETE WASHOUT BASIN. STABILIZE THE AREA
WITH THE APPROPRIATE PERMANENT VEGETATION.
4. ONCE FINAL STABILIZATION HAS BEEN ACHIEVED IN ALL OTHER
AREAS, REMOVE PERIMETER SILT FENCE AND CONSTRUCTION
EXITS. STABILIZE THESE AREAS WITH THE APPROPRIATE
PERMANENT VEGETATION. BY DEFINITION, FINAL STABILIZATION
MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE SITE
HAVE BEEN COMPLETED, AND THAT FOR UNPAVED AREAS AND
AREAS NOT COVERED BY PERMANENT STRUCTURES AND AREAS
LOCATED OUTSIDE THE WASTE DISPOSAL LIMITS OF A LANDFILL
CELL THAT HAS BEEN CERTIFIED BY EPD FOR WASTE DISPOSAL,
100% OF THE SOIL SURFACE IS UNIFORMLY COVERED IN
PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER,
OR LANDSCAPED ACCORDING TO THE PLAN (UNIFORMLY
COVERED WITH LANDSCAPING MATERIALS IN PLANNED
LANDSCAPED AREAS), OR EQUIVALENT PERMANENT
STABILIZATION MEASURES AS DEFINED IN THE MANUAL
(EXCLUDING A CROP OF ANNUAL VEGETATION AND SEEDING OF
TARGET CROP PERENNIALS APPROPRIATE FOR THE REGION).
NOTE: AT THE END OF EACH DAY, CONSTRUCT A SAFETY FENCE
AROUND ALL SEDIMENT BASINS OR TRAPS, DITCHES, TRENCHES,
HOLES, ETC. WITH 2:1 OR STEEPER SLOPES AND A DEPTH GREATER
THAN 24".
ACTIVITY SCHEDULE
MONTHS FROM START OF CONSTRUCTION
12
3
4
5
6
CLEARING
FOR BMPs
SEDIMENT
CONTROL
MAINTAIN
EROSION CONTROL
EARTHWORK
BUILDING
CONSTRUCTION
TEMPORARY
GRASSING
FINAL GRASS
LANDSCAPE
PAVING
REMOVAL OF
TEMPORARY BMPs
CONSTRUCTION SCHEDULED TO BEGIN ON XX
AND BE COMPLETED ON OR BEFORE XX
GA PROFESSIONAL ENGINEER NO.
26730
LEVEL II CERTIFIED DESIGN
PROFESSIONAL NO. 8688
JOB NO. RAE 24-018
DATE
10/20/25
DRAWN BY
SRR
REVISIONS
RAE
RICHARDS & ASSOCIATES ENGINEERING, INC.
CIVIL ENGINEERING + LAND PLANNING
P.O. BOX 220, CHATSWORTH, GA 30705
(706) 616-5906
C RICHARDS & ASSOC. ENGINEERING, INC.
DRAWING TITLE
FINAL PHASE
SOIL EROSION
SEDIMENTATION
AND POLLUTION
CONTROL PLAN
SHEET NO.
C4
Commodity Codes
  • NAICS 541330Engineering Services
  • NAICS 541611Administrative Management and General Management Consulting Services
  • NAICS 541990All Other Professional, Scientific, and Technical Services
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