2025_08_14 Haralson Steet _ Bid Set.pdf

PDF 13 MB Posted Aug 27, 2025

Attached to: Haralson, Church, and Ridley Road Safety Improvements
Solicitation number: PE-74150-NONST-2026-000000020
Issued by: Terrell County, Georgia

About this file

Written by GovTribe AI · Sep 1, 2025

This document is a comprehensive set of civil engineering design plans for safety improvements at the intersection of Haralson Street with Church Street and Ridley Avenue in LaGrange, Troup County, Georgia. The project is being undertaken by the City of LaGrange and designed by Barge Design Solutions, with the primary goal of improving intersection safety by narrowing drive lanes and constructing "bulb outs" on all sides of the intersections. The project involves multiple phases including installation of erosion control best management practices (BMPs), removal of existing signage, pavement, curbing, and storm drainage structures, and installation of new pavement, curbing, drainage structures, signage, and pavement markings. The total disturbed area is 0.60 acres, and the work is planned for completion in July 2025.

The project is funded by the City of LaGrange and involves detailed civil engineering specifications for roadway reconstruction, including specific requirements for asphalt replacement, concrete sidewalks, curb and gutter installation, and erosion control measures. The design includes ADA-compliant accessible ramps, brick paver reinstallation with a specific color and pattern ("Georgia Blend" in a basketweave pattern), and comprehensive storm drainage improvements. The plans include extensive technical details for site preparation, material specifications, installation methods, and post-construction stabilization, with particular attention to maintaining existing traffic patterns and minimizing disruption. The project will require careful coordination with utility companies and adherence to local and state transportation and environmental regulations.

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CONTACTS

LAGRANGE, TROUP COUNTY, GEORGIA 30240

SAFETY IMPROVEMENTS

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VICINITY MAP

NOT TO SCALE

OWNER CITY OF LAGRANGE

200 RIDLEY AVENUE

LAGRANGE, GA 30240

CONTACT: PATRICK BOWIE, CITY MANAGER

DESIGN PROFESSIONAL BARGE DESIGN SOLUTIONS

2839 PACES FERRY ROAD, STE 850

ATLANTA, GA 30339

(912) 257-7805

CONTACT: CHRIS RAINS

FEMA NOTE

THIS PARCEL IS NOT LOCATED IN A FLOOD HAZARD AREA ACCORDING TO

FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP

COMMUNITY NO. 13285C, PANEL NO. 0141E, DATED JULY 3, 2012. ZONE "X."

HARALSON ST @ CHURCH ST & @ RIDLEY AVE

SITE

JULY 2025

IFP SUBMITTAL

PROJECT NO.

3643225

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25 2839 Paces Ferry Road // Suite 850 // Atlanta, GA 30339

PHONE (770) 628-7631 // FAX (770) 805-0903

INDEX OF DRAWINGS

Sheet Number Sheet Title

C0.00 COVER

C0.01 GENERAL NOTES

C0.41 EXISTING CONDITIONS & DEMOLITION PLAN

C1.01 SITE LAYOUT PLAN

C1.02 SIGNING AND MARKING PLAN

C2.01 GRADING AND DRAINAGE PLAN

C2.21 ESPSCP COVER SHEET

C2.22 ESPCP PROJECT SPECIFIC NOTES & CHECKLIST

C2.23 DRAINAGE BASIN MAP

C2.31 EROSION CONTROL PLAN

C4.21 STORM DRAIN PROFILES

C7.01 SITE DETAILS

C7.02 SITE DETAILS

C7.03 SITE DETAILS

C7.04 EROSION CONTROL DETAILS

C7.05 EROSION CONTROL DETAILS

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UTILITY NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND INVERTS OF ALL EXISTING UTILITY

LINES AND STRUCTURES (INCLUDING STORM DRAINAGE PIPES OR STRUCTURES) BEFORE

THE COMMENCEMENT OF CONSTRUCTION.

2. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF

PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE

REQUIRED TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF ENGINEER

IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY

REVISION.

3. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, TAKE

CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR ANY DAMAGE ACCORDING TO

LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE, AND COORDINATE ALL

CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

4. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THE USE OF EQUIPMENT IN AND

AROUND OVERHEAD AND UNDERGROUND ELECTRICAL WIRES AND SERVICES. IF AT ANY

TIME IN THE PURSUIT OF THIS WORK THE CONTRACTOR MUST WORK IN THE CLOSE

PROXIMITY OF THE ABOVE NOTED WIRES, THE ELECTRIC COMPANY SHALL BE CONTRACTED

PRIOR TO SUCH WORK AND THE PROPER SAFETY MEASURES IN THE PROJECT AREA

SHOULD BE MADE BY THE CONTRACTOR PRIOR TO THE INITIATION OF CONSTRUCTION.

5. THE OWNER AND ENGINEER DO NOT ASSUME RESPONSIBILITY FOR THE POSSIBILITY THAT,

DURING CONSTRUCTION, UTILITIES OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED OR

THAT ACTUAL LOCATION OF THOSE SHOWN MAY BE DIFFERENT FROM LOCATIONS

DESIGNATED ON THE CONTRACT DRAWINGS. IN AREAS WHERE IT IS NECESSARY THAT

EXACT LOCATIONS BE KNOWN OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL, AT

HIS OWN EXPENSE, FURNISH ALL LABOR AND TOOLS NECESSARY TO EITHER VERIFY AND

SUBSTANTIATE OR DEFINITELY ESTABLISH THE POSITION OF UNDERGROUND UTILITY LINES.

6. MAINTAIN A MINIMUM OF 18" VERTICAL CLEARANCE BETWEEN ALL SANITARY SEWER AND

WATERLINE CROSSINGS, UNLESS LOCAL UTILITY JURISDICTION SPECS STATES OTHERWISE.

GENERAL NOTES

1. THE FOLLOWING NOTES ARE APPLICABLE TO ALL CIVIL DOCUMENTS.

2. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN

ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICT

OCCURS, THE STRICTEST DESIGN SHALL GOVERN. ENGINEER'S REVIEW OF SHOP

DRAWINGS, PRODUCT DATA, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING

WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE OWNER AND

ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN OWNER'S AND

ENGINEER'S WRITTEN APPROVAL OF THE SPECIFIC DEVIATION.

3. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL PERMITS AND

BOND, IF REQUIRED, PRIOR TO BEGINNING WORK.

4. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO THE FACE OF

CURBS, EDGE OF CONCRETE, OR TO FACE OF BUILDING, UNLESS OTHERWISE NOTED.

5. CURBS SHALL BE PARALLEL TO THE CENTERLINE OF DRIVES. THE CURB SHALL BE PLACED

ONLY AFTER HAVING ALL BREAK POINTS (PC & PT OF CURVES) LOCATED AT THE FACE OF

CURB OR AT A CONSISTENT OFFSET BY A LAND SURVEYOR.

6. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS NOTED.

7. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF

VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING

DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.

8. DO NOT SCALE DRAWING AS THEY ARE REPRODUCTION AND SUBJECT TO DISTORTION.

9. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

STARTING ANY WORK. DAMAGES TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE

REPAIRED ACCORDING TO LOCAL STANDARDS AND SPECIFICATIONS AT THE CONTRACTOR'S

EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

10. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY

COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-IN TO PUBLIC UTILITIES.

ALSO, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS A MINIMUM 48

HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY WITH GOVERNING AGENCY

11. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT.

FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR

TO INSTALLATION OF PAVEMENT.

12. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH. ALL CONCRETE SHALL BE

CLASS "A" (3,000 P.S.I.), UNLESS OTHERWISE NOTED.

13. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT THAT WILL REMAIN, WHICH RESULTS FROM

NEW CONSTRUCTION, SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S

EXPENSE.

14. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THE USE OF EQUIPMENT IN AND

AROUND OVERHEAD ELECTRICAL WIRES AND SERVICES. IF AT ANY TIME IN THE PURSUIT OF

THIS WORK, THE CONTRACTOR MUST WORK IN CLOSE PROXIMITY OF THE ABOVE NOTED

WIRES, THE ELECTRICAL COMPANY SHALL BE CONTACTED PRIOR TO SUCH WORK AND THE

PROPER SAFETY MEASURES TAKEN.

15. IN EASEMENTS AND RIGHTS-OF-WAY, CONTRACTOR SHALL PROTECT AND RESTORE SAID

PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING AT THE COMMENCEMENT

OF CONSTRUCTION EXCEPT AS NOTED.

16. THESES PLANS, PREPARED BY BARGE DESIGN SOLUTIONS, DO NOT EXTEND TO OR INCLUDE

SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS

EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE

SEAL OF BARGE DESIGN SOLUTIONS REGISTERED PROFESSIONAL ENGINEER HEREON DOES

NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE

INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE

OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY U.S.

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND /OR LOCAL

REGULATIONS.

17. ALL HANDICAP PARKING SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP

SYMBOL PAINTED ON THE PAVEMENT. STALLS ADJACENT TO 8' WIDE STRIPED AISLES ARE

TO RECEIVE A "VAN ACCESSIBLE" SIGN IN ADDITION TO THE ABOVE.

18. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL

BUILDING CODE STANDARDS, WHICHEVER IS MORE RESTRICTIVE.

19. ON-SITE PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH PLANS AND THE

GEOTECHNICAL ENGINEERING REPORT. ALL PAVING WORK WITHIN PUBLIC RIGHT-OF-WAYS

MUST MEET THE MATERIALS, EQUIPMENT, AND CONSTRUCTION, AND TESTING

REQUIREMENTS OF THE GOVERNING MUNICIPALITY'S STANDARDS & SPECIFICATIONS.

20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS

DURING CONSTRUCTION.

21. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW.

DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS.

22. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT

INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE

COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE

FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION

TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY

A STATE OF GA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED AND

PAID FOR BY THE CONTRACTOR.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING VEGETATION

DURING CONSTRUCTION. THE COST TO REPLACE OR RESTORE VEGETATION SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

25. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF

THE CURRENT CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, SPECIAL

CONDITIONS AND COPIES OF ANY REQUIRED PERMITS.

26. ALL PAVING, CONSTRUCTION, MATERIALS AND WORKMANSHIP WITHIN THE STATE ROW

SHALL BE IN ACCORDANCE WITH (GDOT'S) SPECIFICATIONS AND STANDARDS (LATEST

EDITION).

27. ALL PAVING, CONSTRUCTION, MATERIALS AND WORKMANSHIP WITHIN TROUP COUNTY

RIGHT-OF-WAY (ROW) SHALL BE IN ACCORDANCE WITH PUBLIC WORKS SPECIFICATIONS

AND STANDARDS (LATEST EDITION).

28. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A

LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL

AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL

ABANDONMENT PERMITS REQUIRED.

29. ANY WELLS DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO

THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS

MADE.

GRADING NOTES

1. ALL STORMWATER PIPES, STRUCTURES, AND APPURTENANCES SHALL BE INSTALLED IN

ACCORDANCE WITH WATER SERVICES STANDARD SPECIFICATIONS AND DETAILS.

2. NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS NECESSARY

FOR GRADING PURPOSES AND ONLY AS APPROVED BY OWNER'S REPRESENTATIVE. SEE

LANDSCAPE PLANS FOR TREES VEGETATION TO REMAIN.

3. STRIP ALL TOPSOIL AND OTHER DELETERIOUS MATERIALS AS PER SOIL CONSULTANT'S

GEOTECH REPORT, TO ACCOMPLISH GRADING AS INDICATED ON THE PLANS. STOCKPILE

TOPSOIL IN AREA(S) DESIGNATED BY THE OWNER FOR REUSE IN LANDSCAPE ISLANDS AND /

OR GREEN SPACE AREAS.

4. ALL TOPSOIL, FILL MATERIAL, EXISTING FOUNDATIONS, UTILITIES, UNDER GROUND TANKS, PAVEMENT,BASE AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY

REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.

5. ADJUST FINAL GRADES TO EXISTING PAVEMENTS TO ASSURE A SMOOTH TRANSITION.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED

AREAS. SUBGRADE SOFTENED BY PERCHED WATER IN FOUNDATIONS AND PAVEMENT

AREAS MUST BE UNDERCUT AND RE-COMPACTED WITH SUITABLE FILL MATERIAL AS

DIRECTED BY THE ON-SITE SOIL CONSULTANT.

7. FILL ALL PLANTERS/ISLANDS TO TOP OF CONCRETE CURB WITH TOPSOIL. TOPSOIL TO BE

CLEAN AND FREE OF DEBRIS, ETC.

8. IN NO CASE SHALL SLOPE HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING

TRENCH CONSTRUCTION, EXCEED THOSE SPECIFIED IN LOCAL, STATE AND FEDERAL

REGULATIONS, SPECIFICALLY THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR

EXCAVATIONS (29 CRF PART 1926) SHALL BE FOLLOWED

9. THE GEOTECHNICAL REPORT, PREPARED BY OTHERS, IS INCORPORATED BY REFERENCE

AND MADE A PART OF THE CONTRACT DOCUMENTS. IT IS INTENDED THAT THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT BE FOLLOWED. IN THE EVENT OF

CONFLICT BETWEEN THE DRAWINGS AND THE GEOTECHNICAL REPORT, MAKE NO

ASSUMPTIONS. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR CLARIFICATION.

10. MINIMUM SLOPE ON ASPHALT OR CONCRETE PAVING SHALL BE 1.0% AND A MINIMUM 0.5%

SLOPE ON CURBS. THE MAXIMUM SLOPE IN HANDICAP PARKING OR OTHER ADA

DESIGNATED AREAS SHALL BE 2.0%.

11. ALL GRADED AREAS, INCLUDING SLOPES, ARE TO BE MULCHED AND SEEDED AS SOON AS

POSSIBLE AFTER GRADING IS COMPLETED.

12. CONSTRUCT EROSION CONTROL AS SHOWN ON DRAWINGS PRIOR TO BEGINNING GRADING

OPERATIONS.

13. ALL NEW STRUCTURES AND EXISTING STRUCTURES SHALL HAVE SEDIMENT REMOVED

PRIOR TO ACCEPTANCE.

14. SILT BARRIERS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY

50% FILLED WITH SUCH SEDIMENT.

15. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY EROSION AND WATER POLLUTION

CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE OWNER'S

REPRESENTATIVE.

16. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION DEVICES ARE NO LONGER

REQUIRED FOR THE INTENDED PURPOSE IN THE OPINION OF THE OWNER'S

REPRESENTATIVE THEY SHALL BE REMOVED.

17. REPLACE SILT BARRIERS WHEN CONDITIONS WARRANT AND AS DIRECTED BY THE OWNER'S

REPRESENTATIVE.

18. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS PRIOR TO BEGINNING WORK.

19. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED ENGINEERING

GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND

MOVEMENT OF MATERIALS. CONTOUR LINES AND SPOT ELEVATIONS ARE BASED ON

ESTABLISHED PROJECT BENCHMARK, WHICH THE CONTRACTOR SHALL VERIFY WITH

TOPOGRAPHY SURVEY. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THE INTENT

OR ANY PROBLEMS WITH CONTINUITY OF GRADES, THE ENGINEER SHOULD BE CONTACTED

IMMEDIATELY PRIOR TO BEGINNING WORK.

20. ALL UN-SURFACED AREA DISTURBED BY GRADING OPERATIONS SHALL RECEIVE 6 INCHES

OF TOPSOIL. ALL SLOPES 3:1 OR STEEPER SHALL BE STABILIZED WITH EROSION CONTROL

MATTING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO

MAINTAIN DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.

21. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE

CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA. ANY MUD/CONSTRUCTION

DEBRIS THAT MAY BE TRANSPORTED ONTO SURROUNDING ROADS OR PARKING AREAS

SHALL BE SWEPT AND CLEANED IMMEDIATELY.

22. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL

OSHA REGULATIONS.

23. CONSTRUCTION ENTRANCE SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLES, I.E.

CONSTRUCTION TRAILER, LUMBER, ETC. BEING PRESENT ON JOB SITE. IN ADDITION TO THE

CONSTRUCTION ENTRANCE, AN ALL WEATHER DRIVE MUST BE IN PLACE AND ACCESSIBLE

TO ALL AREAS OF THE CONSTRUCTION SITE THAT WILL CONTAIN COMBUSTIBLES

THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROCESS. THE ALL WEATHER DRIVE

SHALL BE NO LESS THAN 20 FEET OF UNOBSTRUCTED WIDTH WITH ADEQUATE TURNING

RADIUS CAPABLE OF SUPPORTING THE IMPOSED LOADS OF THE FIRE DEPARTMENT

PROCESS.

24. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE

GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH

CONSTRUCTION ACTIVITIES.

25. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT (1' FOOT).

26. THIS GRADING AND DRAINAGE PLAN IS NOT A DETERMINATION OR GUARANTEE OF THE

SUITABILITY OF SURFACE CONDITIONS FOR THE WORK INDICATED. DETERMINATION OF THE

SUBSURFACE CONDITIONS FOR THE WORK INDICATED IS SOLELY THE RESPONSIBILITY OF

THE CONTRACTOR.

27. DO NOT DISTURB VEGETATION OR REMOVE ANY EXISTING TREES EXCEPT WHERE

DESIGNATED ON THE PLAN.

28. TOP OF GRATE ELEVATIONS AND LOCATION OF COORDINATES FOR DRAINAGE STRUCTURES

SHALL BE SHOWN ON THE PLAN UNLESS OTHERWISE NOTED. THE GRATES SHALL SLOPE

LONGITUDINALLY WITH THE PAVEMENT GRADES.

EROSION CONTROL NOTES

1. NO VEGETATION IS TO BE DISTURBED EXCEPT AS NECESSARY FOR GRADING PURPOSES.

2. TOPSOIL IS TO BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED, AND

REDISTRIBUTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6". THE SOIL IS TO BE

STOCKPILED IN THE LOCATIONS AS DESIGNATED BY THE OWNER.

3. ALL GRADED AREAS INCLUDING 3:1 SLOPES ARE TO BE MULCHED AND SEEDED WITHIN 7

DAYS OF FINAL GRADING. ANY AREAS LEFT UNDISTURBED FOR 7 DAYS SHALL HAVE

ADEQUATE STABILIZATION.

4. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY SOIL EROSION AND WATER POLLUTION

CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE ENGINEER.

5. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO

LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE OPINION OF THE ENGINEER, THEY

SHALL BE REMOVED.

6. INSTALL SILT FENCE AROUND THE BASE OF ANY STOCK PILES.

7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA,

THE EQUIPMENT MAINTENANCE AND CLEANING AREA, CONTRACTOR'S EMPLOYEE PARKING

AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, CONCRETE TRUCK WASHOUT AREA,

OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR TO COORDINATE EXACT LOCATION

WITH PROJECT ENGINEER AND CITY ENGINEER DURING PRECONSTRUCTION MEETING.

8. ALL UNDISTURBED AREAS INCLUDING WETLAND/STREAM BUFFERS, SHALL BE FIELD MARKED

AND KEPT FREE OF CONSTRUCTION EQUIPMENT.

9. CURRENT VERSIONS OF THE STORM WATER POLLUTION PREVENTION PLAN, NOTICE OF

INTENT, AND NOTICE OF COVERAGE SHALL BE KEPT ON SITE AND IS TO BE ACCESSIBLE FOR

THE DURATION OF THE PROJECT.

10. APPLY PERMANENT SEEDING WHENEVER GRADING OPERATIONS ARE COMPLETED AND ALL

CONSTRUCTION OPERATIONS WILL NOT IMPACT THE DISTURBED AREA. APPLY PERMANENT

SEEDING TO ALL NON-CONSTRUCTION AREAS THAT SHOW SIGNS OF EXCESSIVE EROSION.

11. MULCH WITH STRAW AT A RATE OF 100 LBS/1000 S.F. OVER THE SEEDED AREAS.

12. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH

THE STANDARDS AND SPECIFICATIONS OF THE CURRENT PUBLICATION ENTITLED "MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" AND GEORGIA EPD CONSTRUCTION

ACTIVITY PERMIT REQUIREMENTS. THE DEVICES SHOWN ON THE DRAWINGS ARE THE

MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL

DEVICES AS NEEDED.

13. CONTRACTOR TO PROVIDE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT

FUELING IN ACCORDANCE WITH METRO CP-10 AND CP-13, RESPECTIVELY. CONTRACTOR TO

COORDINATE EXACT LOCATION WITH NPDES DEPARTMENT DURING PRECONSTRUCTION

MEETING. CONTROL OF OTHER SITE WASTES SUCH AS DISCARDED BUILDING MATERIALS,

CHEMICALS, LITTER, AND SANITARY WASTES THAT MAY CAUSE ADVERSE IMPACTS TO

WATER QUALITY IS ALSO REQUIRED BY THE GRADING PERMITTEE. LOCATION OF AND/OR

NOTES REFERRING TO THESE BMP'S SHALL BE SHOWN ON THE EPSC PLAN.

14. THE SITE SHALL BE STABILIZED WITHIN 14 DAYS AFTER CONSTRUCTION HAS

TEMPORARILY/PERMANENTLY CEASED.

15. VEGETATION AND EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THAT ARE

AFFECTED BY CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITHIN 7 DAYS.

POWER

POLE

9 SD DEMO

N 1107124.33 E 2031651.26

N 1107201.94 E 2031667.01 N 1107200.66

E 2031714.55

N 1107153.51 E 2031743.74

N 1107117.81 E 2031741.84

N 1107057.15 E 2031710.92

N 1107058.01 E 2031668.38

N 1107074.07 E 2031427.30

N 1107070.20 E 2031388.00

N 1107208.48 E 2031433.88

N 1107209.90 E 2031387.39

N 1107153.28 E 2031348.26

N 1107126.10 E 2031356.35

N 1107079.74 E 2031376.07

N 1107119.51 E 2031471.72

N 1107156.80 E 2031465.79

N 1107118.50 E 2031628.30

N 1107153.14 E 2031631.80

N 1107187.00 E 2031658.42

TYP. (5)

TRANSFORMER

SEWER MANHOLE

WATER VALVE

FIRE HYDRANT

CONTROL POINT

SIGN

UNDERGROUND POWER

STORM SEWER

SANITARY SEWER

WATER LINE

GAS LINE

SPOT ELEVATION

OVERHEAD POWER

EXISTING LEGEND

STORM MANHOLE

UNDERGROUND TELE

TREE

CONTOURS

WATER METER

ELECTRIC JUNCTION BOX

ELECTRIC METER

ELECTRIC MANHOLE

FIBER OPTIC

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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KEYED NOTES:

1. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

2. SAWCUT AND REMOVE EXISTING CURB. REMOVE GUTTER

WHERE APPLICABLE.

3. EXISTING STOP SIGN TO BE REMOVED/RELOCATED.

4. EXISTING ONE WAY SIGN TO BE REMOVED/RELOCATED.

5. EXISTING DO NOT ENTER SIGN TO BE REMOVED/RELOCATED.

6. EXISTING STOP/DO NOT ENTER COMBO SIGN TO BE

REMOVED/RELOCATED.

7. EXISTING SIGN FOR "THE THREAD" WALK/BIKE TRAIL W/STOP

SIGN TO BE RELOCATED AS NECESSARY.

8. EXISTING ASPHALT TO BE MILLED AND OVERLAID.

9. TOP OF EXISTING STORM DRAIN INLET/JUNCTION BOX TO BE

MODIFIED. SEE SHEET C2.01.

10. EXISTING CONCRETE SIDEWALK TO BE REMOVED.

11. EXISTING BRICK PAVERS TO BE REMOVED.

12. EXISTING STORM DRAIN INLET TO BE REMOVED.

13. EXISTING FIRE HYDRANT AND VALVE TO BE RELOCATED - SEE

SHEET C1.01.

14. EXISTING TREE TO BE REMOVED AND REPLACED (BY OTHERS)

15. EXISTING BOLLARDS TO BE REMOVED AS NECESSARY AND

REINSTALLED IN SAME LOCATION.

16. ADJUST UNDERGOUND POWER AS NECESSARY FOR

INSTALLATION OF NEW STORM PIPE (SEE SHEET C2.01 AND

C4.21). WORK SHALL BE COORDINATED WITH THE CITY OF

LAGRANGE.

DEMOLITION LEGEND:

DEMOLITION NOTES:

1. CONTRACTOR SHALL PROVIDE PERIMETER JOB SITE FENCING

AND COORDINATE TRAFFIC CONTROL AND CONSTRUCTION

PHASING WITH THE CITY OF LAGRANGE.

2. ALL PAVEMENT REMOVAL SHALL INCLUDE BASE REMOVAL.

3. SEE SHEET C1.01 FOR COMPLETE COORDINATES AND

DIMENSIONS OF NEW PAVEMENT, ASPHALT MILLING AND CURB

TIE-INS.

ASPHALT PAVEMENT TO BE REMOVED.

ASPHALT PAVEMENT TO BE MILLED AND OVERLAID.

CONCRETE SIDEWALK TO BE REMOVED

PAVERS TO BE REMOVED

EXISTING CURB TO BE REMOVED.

EXISTING STORM DRAIN TO BE ABANDONED

IN PLACE

11' 11'

R10'

25'

TYP.

25'

TYP.

13 13

R15

R1 5'

R15'

R 10' R

R10'

R15'

R10'

R1 0'

PT #1

PT #2

PT #3

PT #4

PT #5

PT #6

PT #7

PT #8

PT #9

PT #10

PT #11

R10'

PT #12

PT #13

PT #14

PT #15

PT #16

PT #17

PT #18

PT #19

PT #20

PT #21

PT #22 PT #23

PT #24

PT #25

PT #26

PT #27PT #28

PT #29

PT #30

PT #31

PT #32

PT #33

PT #34

PT #35

PT #36

PT #37

R2'

PT #38

PT #39

PT #40

R10'

PT #41

PT #42

PT #43

PT #44

PT #45

PT #46

PT #47

PT #48

PT #49

R 10'

PT #50

PT #51

PT #52

PT #53

PT #54

PT #55PT #56

PT #57

PT #58

PT #59

PT #60

PT #61

PT #62

PT #63

PT #64

PT #65

PT #66

PT #67

PT #68

PT #69

PT #70

PT #71

PT #72

PT #73 PT #74 PT #75

PT #76

PT #77

PT #78 PT #79

PT #80

PT #81

PT #82

PT #83

PT #84

PT #85

10 10

PT #86

PT #87

TYP.

R15' R15'

R15' R15

TYP.TYP.

R10' 12

PT #88

PT #89

ABBREVIATIONS:

FOC = FACE OF CURB

LOM = LIMIT OF MILLING/ASPHALT

LOP = LIMIT OF PAVERS

EOP = EDGE OF PAVEMENT

LOC = LIMITS OF CONCRETE S/W

HD ASPH = LIMITS OF NEW HEAVY

DUTY ASPHALT

Point Table

Point #

Description

10' RADIUS

15' RADIUS

10' RADIUS

15' RADIUS

10' RADIUS

15' RADIUS

10' RADIUS

15' RADIUS

FOC

Northing

1107173.90

1107163.17

1107158.04

1107113.10

1107108.18

1107095.76

1107078.48

1107108.82

1107113.98

1107158.98

1107163.81

1107194.29

1107200.66

1107153.54

1107117.90

1107073.53

1107065.40

1107061.55

1107118.47

1107154.85

Easting

2031712.52

2031717.23

2031729.07

2031723.30

2031716.09

2031710.72

2031665.17

2031661.09

2031647.83

2031648.42

2031662.23

2031714.41

2031714.55

2031740.92

2031737.74

2031711.31

2031711.11

2031666.46

2031632.33

2031635.79

Point Table

Point #

Description

FOC

LOM

2' RADIUS

LOP

LOM

EOP

10' RADIUS

15' RADIUS

10' RADIUS

Northing

1107182.68

1107201.94

1107201.07

1107193.44

1107153.51

1107117.81

1107057.15

1107058.01

1107118.50

1107153.14

1107107.42

1107100.98

1107205.50

1107106.69

1107065.53

1107186.80

1107187.00

1107184.04

1107166.54

1107161.34

Easting

2031658.43

2031667.01

2031699.34

2031699.14

2031743.74

2031741.84

2031710.92

2031668.38

2031628.30

2031631.80

2031674.05

2031673.86

2031715.16

2031737.72

2031706.14

2031666.64

2031658.42

2031432.85

2031437.36

2031453.45

Point Table

Point #

Description

10' RADIUS

15' RADIUS

10' RADIUS

15' RADIUS

10' RADIUS

15' RADIUS

10' RADIUS

FOC

Northing

1107116.37

1107111.55

1107098.86

1107094.05

1107112.21

1107117.35

1107162.35

1107167.19

1107189.62

1107206.62

1107198.50

1107151.34

1107119.89

1107082.02

1107073.90

1107070.42

1107078.54

1107126.07

1107126.10

1107158.25

Easting

2031450.56

2031435.79

2031430.41

2031385.25

2031380.78

2031368.34

2031368.99

2031382.36

2031387.99

2031433.83

2031433.58

2031453.33

2031464.23

2031432.55

2031432.27

2031383.02

2031383.38

2031363.44

2031356.35

2031348.32

Point Table

Point #

Description

FOC

LOM

HD ASPH

LOC

LOC/LOM

LOC

Northing

1107158.16

1107204.95

1107209.90

1107208.48

1107206.77

1107198.61

1107151.52

1107119.51

1107074.07

1107082.19

1107070.20

1107078.43

1107153.28

1107155.15

1107151.45

1107176.29

1107197.88

1107156.86

1107156.80

1107108.94

Easting

2031356.45

2031387.26

2031387.39

2031433.88

2031428.85

2031428.60

2031455.33

2031471.72

2031427.30

2031427.58

2031388.00

2031388.38

2031348.26

2031393.64

2031409.48

2031399.12

2031448.56

2031450.15

2031465.79

2031471.61

Point Table

Point #

Description

LOP

LOC

LOP

HD ASPH

LOP

Northing

1107073.57

1107111.01

1107168.26

1107170.92

1107079.99

1107150.69

1107175.68

1107107.51

1107107.75

Easting

2031449.16

2031368.06

2031366.37

2031385.84

2031368.84

2031432.76

2031421.11

2031449.99

2031573.03

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

N S

C H

U R

C H

S T

G E, T R

O U

P C

O U

, G

R G

C H

E D

N R

R :T

:\3 6\

O T\

Si te P la n.

dw g

:8 /1

P ac es F er ry

R oa d

Su ite

A tla nt a, G

N E

) 6

-7

) 8

-0

-2 2-

PROJ. NO. 3643225

C1.01

O U

ASPHALT PAVEMENT REPLACEMENT

SITE LEGEND:

CONCRETE SIDEWALK

CONCRETE PAVEMENT (DRIVEWAY

APRON SEGMENT)

24" CURB AND GUTTER

SIGN

LIGHT POLE

SITE LAYOUT NOTES:

1. ALL CURB AND GUTTER RADII ARE TO FACE OF CURB UNLESS

NOTED OTHERWISE.

2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED

OTHERWISE.

3. SEE SHEET C1.02 FOR SIGNING AND MARKING PLAN.

4. BRICK PAVER STYLE, COLOR AND PATTERN SHALL MATCH THE

EXISTING PATTERN AT THE NORTHEAST AND SOUTHWEST

CORNERS OF THE INTERSECTION OF RIDLEY AVENUE AND

HARALSON STREET. THE PRIMARY COLOR IS "GEORGIA BLEND" IN

A BASKETWEAVE PATTERN WITH A CHARCOAL BOUNDARY.

5. EXISTING CHARCOAL BORDER PAVERS TO BE PUSHED OUT TO

NEW PAVEMENT EDGE AND NEW RAMP. AREA TO BE REPLACED

WITH "GEOGIA BLEND" PAVERS IN BASKETWEAVE PATTERN.

6. SEE LANDSCAPE PLANS FOR FINAL VEGETATIVE COVER.

7. TYPICAL MILLING DEPTH OF 2.5 INCHES. RESURFACE WITH 1.5

INCHES OF 12.5 MM SUPERPAVE ASPHALT. SEE SHEET C2.01 FOR

FINISHED GRADES OF ASPHALT.

8. ALL BRICK PAVERS SHALL BE PROVIDED AND INSTALLED BY THE

CITY OF LAGRANGE.

DETAIL/SHEET:

B/C7.01

KEYED NOTES:

1. PAVEMENT REPLACEMENT AT CURB &

GUTTER

2. ASPHALT MILLING AND OVERLAY - SEE

NOTE 7

3. 24" CURB AND GUTTER (TYP.)

4. CONCRETE SIDEWALK

5. BRICK PAVERS - SEE NOTE 4 AND 8

6. HEADER CURB

7. ACCESSIBLE RAMP

8. CONCRETE PAVEMENT

9. LANDSCAPE BED - EXTENDED FROM

EXISTING (SEE NOTE 4)

10. HEAVY DUTY ASPHALT

11. BRICK PAVERS TO BE RE-PATTERNED -

SEE NOTE 5.

12. RELOCATED FIRE HYDRANT AND

VALVE W/6" PVC WATER LINE

13. PAVER DETECTABLE WARNING

14. REPLACED BOLLARDS (5)

15. LIGHT POLE (SEE ELECTRICAL PLANS)

16. ASPHALT PAVEMENT REPLACEMENT

ASPHALT OVERLAY

LANDSCAPE BED

BRICK PAVERS - SEE NOTE 4

J/C7.01

A/C7.01

C/C7.01

EXISTING BRICK PAVERS TO BE

RE-PATTERNED - SEE NOTE 5

G/C7.01

I/C7.01

C/C7.02

HEAVY DUTY ASPHALT

F/C7.01

NOTE: ONE WAY ROADS CANNOT BE SHUTDOWN

COMPLETELY EXCEPT ON WEEKENDS OR AFTER

5:00 PM. NO SHUTDOWN ALLOWED ON WEDNESDAY.

TRAFFIC CONTROL PLANS MUST BE APPROVED BY

THE CITY OF LAGRANGE.

TWO-WAY

TRAFFIC

TWO-WAY

TRAFFIC TWO-WAY

TRAFFIC

O N

E- W

O N

E- W

C O

N E-

N 1107135.11 E 2031768.16

N 1107140.30 E 2031330.15

N 1107135.66 E 2031718.16

N 1107136.34 E 2031659.58

N 1107139.03 E 2031438.02

N 1107139.72 E 2031380.15

6' TY

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

N S

C H

U R

C H

S T

G E, T R

O U

P C

O U

, G

R G

C H

E D

N R

R :T

:\3 6\

O T\

Si gn in g Pl an .d w g

:7 /2

:6 /2

P ac es F er ry

R oa d

Su ite

A tla nt a, G

N E

) 6

-7

) 8

-0

-2 2-

PROJ. NO. 3643225

C1.02

G A

N D

G P

SITE LAYOUT NOTES:

1. ALL CURB AND GUTTER RADII ARE TO FACE OF CURB UNLESS

NOTED OTHERWISE.

2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED

OTHERWISE.

3. EXISTING ROAD CENTERLINES HAVE BEEN MAINTAINED FOR NEW

CONSTRUCTION.

DETAIL/SHEET:

D/C7.01

KEYED NOTES:

1. CROSSWALK

2. R1-1 STOP SIGN

3. R5-1 DO NOT ENTER SIGN

4. R6-2R ONE WAY SIGN

5. R6-2L ONE WAY SIGN

6. 24" STOP BAR - THERMO (WHITE)

7. 4" SOLID YELLOW (DOUBLE)

8. 4" SKIP WHITE (MATCH EXISTING

SEGMENT AND GAP) - SEE NOTE 3

9. R1-1 STOP SIGN W/ R6-1L ONE WAY SIGN

10. R1-1 STOP SIGN W/ R6-1R ONE WAY SIGN

11. RELOCATED SIGN FOR "THE THREAD"

WALK/BIKE TRAIL W/STOP SIGN

12. EXISTING SKIP WHITE STRIPING

(APPROXIMATE LOCATION) - SEE NOTE 3

B/C7.02

SITE LEGEND:

CONCRETE SIDEWALK

CONCRETE PAVEMENT (DRIVEWAY

APRON SEGMENT)

24" CURB AND GUTTER

SIGN

LANDSCAPE BED

BRICK PAVERS - SEE NOTE 4

EXISTING BRICK PAVERS TO BE

RE-PATTERNED - SEE NOTE 5

771.31

770.70

771.40778.31

A-4 CB

A-3 JB

A-2 CB

A-1 EX CB

A-7 CB

B-5 CB

B-4 CB B-2 CB

A-8 CB

B-1 EX CB

A-9 CB

A-6 EX CB

B-3 EX CB

B-7 JB

B-6 JB

B-9 CB

B-8 CB

772.22(eg)

771.40

771.77

771.86(eg)

770.62(eg)

771.60(eg)

771.53

771.49

771.44 769.44(eg)

769.10 769.10

769.60 770.67

770.96

770.98

770.95

770.56

770.69

770.83

770.89

772.04

771.86

771.72 771.62

771.66

771.40

771.80(eg)

771.61

771.62

771.34

771.67

771.57

771.90

769.20(TC)

771.10(TC)

771.50

771.47

771.70

771.54

771.48

771.07(eg)

772.17

778.80

778.72(TC)

779.00

779.12

780.16

780.50

780.48

776.84(eg)

777.43(eg)

780.09

772.66 772.40

772.34 772.23

772.33

778.20

778.79 778.67

779.46(eg)

777.74(eg)

777.86(eg)

777.89(eg)

777.82(eg)

777.87(eg)

778.91

777.93(eg)

770.80(eg)

770.93(eg)

770.33

769.31

772.01

771.78(eg)

771.47(eg) 771.08(eg)

769.88(eg)

771.15(eg)

771.04

769.63(eg)

768.98(eg)

769.63(TC)

780.05(eg) 771.73(eg)

771.00(eg)

771.83

771.71

771.66

771.36

771.39

771.41

771.48

772.46(eg)

770.60

771.12 770.83

771.10

771.22

771.04 770.87

770.69 769.94

769.62 769.21

770.51 770.08 769.41

770.94771.65 771.72771.93772.47

771.60

771.62

771.82

772.11

772.39(eg)

771.65

771.90(TC)

772.10(TC)

772.22(TC)

771.84(TC)

772.57(TC)

770.11

770.90

771.45(TC)

771.48(TC)

770.60(TC)

769.60(TC)

771.06(TC)

771.19(TC)

771.70(eg)

771.98(TC)

772.08

772.05

771.62(TC)

771.72(TC)

771.60(TC)

771.33(TC)771.90(TC)

771.40(TC)

771.44(TC)

771.22(TC)771.18

770.92

770.52 771.32

771.12

770.87(TC)

770.37

770.12(TC)

771.02

770.85

771.08(eg)

10 LF 18" RCP

34 LF 18" RCP

31 LF 15" RCP

26 LF 15" RCP

21 LF 15" RCP

11 LF 8" PVC

16 LF 12" RCP

14 LF 12" RCP

33 LF 12" RCP (CLASS V)

777.94(eg)

777.75(eg)

26 LF 15" RCP

16 LF 15" RCP

771.22(eg)

770.76

770.71

769.20

769.22

769.73770.17 770.68

770.86

771.01 771.03

771.11

771.07

770.81

771.32

771.26

769.33 769.75

770.07770.50

770.72

770.90

771.07

771.23

771.14

771.35

771.25

770.96

771.86

771.67

A-10 EX CB

A-11 CB

7 LF 15" HDPE

771.52

771.78

771.83

771.90 771.88

771.95(eg)

771.90(eg)

771.45

771.51

771.52

771.54 771.54

771.60

771.92

771.42

771.91(TC)

772.16(TC)

772.38(TC)

772.25(TC)

772.33(TC)

771.54

771.61

771.52

771.46

771.63

771.61

771.60 771.85

771.98

772.10

771.65

771.54(eg)

771.68(eg)

778.95(eg)

778.72(eg)

777.05(eg)

776.46(eg)

777.43 777.92

778.09

778.26

778.42

778.61

779.12

779.43 779.55

779.59

780.19

780.13 779.79

779.43

779.29

779.16

778.99778.87 778.78778.73

778.66

778.65

776.72

777.06

777.32777.64 777.75

777.92

777.97

777.81

777.65

777.40 778.22

778.31

778.38

778.42

778.47 778.52

778.57

778.60 778.66

778.69

779.08(eg) 779.01

778.85 778.84

778.72

778.28 777.73

777.21 778.11

778.96

779.12

779.83

780.84(eg)

778.38

778.31

778.28

778.33

779.28(TC)

779.93(TC)

780.63(TC)

779.15(TC)

780.28(TC)

779.36 779.88 779.32

779.16(TC)

778.92(TC)

778.40

778.88(TC)

778.60

778.69(eg)

778.42(TC)

779.41

779.62(TC)

779.93(TC)

780.05(TC)

778.50

778.54

779.16

779.36

779.56 779.42

777.90(TC)

778.15(TC)

778.31(TC)

778.04

778.11

778.15(TC)

777.82(TC)

777.56(TC)

777.14

777.37

776.74

777.68 777.75

777.95

778.00

777.94

777.77

777.57

777.65(eg)

777.42(eg)

778.41(TC)

778.74

778.74 778.64

778.50

778.44

778.38

778.39

778.29

778.35(eg) 778.25(eg)

778.61

779.16(TC)

778.93(TC)

778.54

778.63

778.81

778.72 778.99

778.90

779.17

779.87

780.21

779.51

777.49778.12

778.43

778.71

779.48

779.64 779.67

780.05(eg)780.38(eg)

779.17

778.56

778.23

778.25

778.65 778.61

778.79(eg)

778.90(eg)

779.98

778.74 778.79

779.53

Structure Table

Structure Name

A-1 EX CB

A-2 CB

A-3 JB

A-4 CB

A-6 EX CB

A-7 CB

A-8 CB

A-9 CB

A-10 EX CB

A-11 CB

A-TD1

B-1 EX CB

B-2 CB

B-3 EX CB

B-4 CB

B-5 CB

B-6 JB

B-7 JB

B-8 CB

B-9 CB

Structure Details

RIM = 771.17

INV IN = 767.34 (S)

INV OUT = 767.34 (N)

RIM = 771.10

INV OUT = 767.52 (N)

RIM = 771.11

INV IN = 767.50 (E)

INV OUT = 765.00 (S)

RIM = 771.06

INV IN = 768.79 (E)

INV OUT = 767.57 (W)

RIM = 771.98

INV IN = 767.25 (N)

INV IN = 767.29 (SW)

INV OUT = 766.94 (E)

RIM = 772.10

INV IN = 767.55 (W)

INV IN = 767.63 (S)

INV OUT = 767.49 (NE)

RIM = 771.87

INV IN = 767.98 (SW)

INV OUT = 767.98 (N)

RIM = 772.06

INV OUT = 767.53 (S)

RIM = 771.95

INV IN = 768.30 (E)

INV IN = 768.31 (SW)

INV OUT = 768.29 (N)

RIM = 771.83

INV OUT = 768.37 (W)

RIM = 771.00

INV IN = 769.00 (S)

INV IN = 769.00 (N)

INV OUT = 769.00 (W)

RIM = 777.78

INV IN = 772.75 (S)

INV IN = 772.77 (W)

INV OUT = 772.73 (NE)

RIM = 777.90

INV OUT = 773.40 (N)

RIM = 778.50

INV IN = 775.10 (S)

INV OUT = 775.01 (E)

RIM = 778.72

INV OUT = 775.26 (N)

RIM = 779.98

INV IN = 773.60 (S)

RIM = 779.04

INV IN = 775.14 (N)

INV IN = 776.62 (W)

INV OUT = 775.14 (E)

RIM = 778.73

INV IN = 776.79 (W)

INV IN = 777.10 (NW)

INV OUT = 776.79 (E)

RIM = 779.44

INV OUT = 776.86 (E)

RIM = 779.85

INV OUT = 775.50 (S)

Coordinates

N 1107106.16 E 2031713.54

N 1107071.91 E 2031710.80

N 1107195.93 E 2031703.75

N 1107195.93 E 2031713.97

N 1107157.72 E 2031670.29

N 1107149.42 E 2031656.75

N 1107124.41 E 2031651.13

N 1107178.30 E 2031667.90

N 1107104.24 E 2031668.98

N 1107104.02 E 2031676.42

N 1107196.03 E 2031724.64

N 1107105.82 E 2031435.18

N 1107080.41 E 2031432.02

N 1107107.93 E 2031382.91

N 1107076.89 E 2031383.80

N 1107200.11 E 2031433.99

N 1107158.50 E 2031401.83

N 1107157.59 E 2031368.72

N 1107157.71 E 2031354.81

N 1107173.88 E 2031398.02

NOTE: ALL NEW CB STRUCTURES ARE CURB

AND GUTTER INLETS. THE RIM IS THE TOP

OF STRUCTURE. ELEVATION OF GRATE

INLET IS AT -6".

779.15

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

N S

C H

U R

C H

S T

G E, T R

O U

P C

O U

, G

R G

C H

E D

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C2.01

G R

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D R

GRADING AND DRAINAGE NOTES:

1. SEE SHEET C4.21 FOR STORM DRAIN PROFILES.

2. SEE DETAIL A/C7.03 FOR CATCH BASIN AND JUNCTION BOX

DETAILS.

3. ALL SPOT ELEVATIONS AT CURB ARE BOTTOM OF CURB

UNLESS NOTED AS TOP OF CURB (TC).

SPOT ELEVATION

CONTOURS

GRADING & DRAINAGE LEGEND:

JUNCTION BOX (JB)

772.00

STORM DRAIN

EXISTING GRADE(eg)

EDGE OF PAVMENT(EOP)

TOP OF CURB(TC)

EXISTING CONTOURS

HIGH POINT(HP)

CATCH BASIN

FLOW DIRECTION ARROW

DETAIL/SHEET: KEYED NOTES:

1. MODIFY EXISTING INLET TO GRATE TOP

ONLY. ADJUST TO ELEV. 778.50.

2. MODIFY EXISTING INLET TO GRATE TOP ONLY

(ADA/BIKEPROOF). ADJUST TO ELEV. 777.78.

3. MODIFY EXISTING INLET TO GRATE TOP ONLY

(ADA/BIKEPROOF). ADJUST TO ELEV. 778.40.

4. MODIFY EXISTING INLET TO MANHOLE TOP.

ADJUST TO ELEV. 771.98.

5. MODIFY EXISTING INLET TO MANHOLE TOP

ONLY. ADJUST TO ELEV. 771.31.

6. MODIFY TOP OF EXISTING MANHOLE TO

ELEV. 770.80 - OFFSET OPENING TO AVOID

CURB

7. MODIFY EXISTING INLET TO MANHOLE TOP.

ADJUST ELEV. TO 771.40.

8. ECONODRAIN SERIES #4 (OR EQUIVALENT)

W/ADA COMPLIANT GRATE (40 L.F)

9. TRENCH DRAIN TEE

C/C7.03

CURB INLET

TRENCH DRAIN

E/C7.03

D/C7.03

EXISTINGEX

D/C7.03

F/C7.03

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OVERALL PROJECT SCHEDULE

CHECKLIST # 29 :

1110976542 3 8 12 14 151

MONTHS AFTER BEGINNING CONSTRUCTION

13SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES

INITIAL PERIMETER AND SEDIMENT STORAGE BMP'S

CLEARING, GRUBBING AND DEMOLITION ACTIVITIES

INSTALLATION OF PAVEMENT AND CURBING

FINAL PHASE BMP'S

MAINTAIN BMP'S

STRIPING, SIGNAGE AND FINAL STABILIZATION

REMOVE TEMPORARY BMP'S

GRADING AND DRAINAGE ACTIVITIES

INTERMEDIATE PHASE BMP'S

NOTE: NO GRADING IS TO COMMENCE UNTIL SEDIMENT CONTROL

MEASURES/PERIMETER BMP'S HAVE BEEN INSTALLED AND INSPECTED.

HARALSON ST. @ CHURCH ST. AND RIDLEY AVE.

SAFETY IMPROVEMENTS

CITY OF LAGRANGE, GEORGIA

JULY 2025

EROSION, SEDIMENTATION & POLLUTION CONTROL PLANS

C P

C O

S H

C2.21

PROJECT INFORMATION & DATA

CHECKLIST #6, #9 :

CHECKLIST #11 :

PRIMARY PERMITTEE/

CONTACT INFORMATION

OPERATOROWNER/DEVELOPER DESIGN PROFESSIONAL

OWNER: CONTRACTOR # INFO PROJECT ENGINEER

CHECKLIST #5 :

CHECKLIST # 4:

CHECKLIST # 7 :

GPS LOCATION OF CONSTRUCTION EXIT:

lat 32.525791° lon -84.843723°

1. PROJECT DESCRIPTION:

PROJECT IS LOCATED IN TROUP COUNTY, GEORGIA.

CONSTRUCTION CONSISTS OF THE IMPROVEMENTS OF THE INTERSECTION OF HARALSON

ST. AND CHURCH ST., AND HARALSON ST. AND RIDLEY AVE. IN DOWNTOWN LAGRANGE,

DRIVEN BY A SAFETY STUDY. DRIVE LANES WILL BE NARROWED TO TWO WITH THE

CONSTRUCTION OF "BULB OUTS" ON ALL SIDES OF THE INTERSECTIONS. ACTIVITIES

INCLUDE: INSTALLATION OF EROSION CONTROL BMP'S; REMOVAL OF EXISTING SIGNAGE;

REMOVAL OF EXISTING PAVEMENT, CURBING AND STORM DRAINAGE STRUCTURES AS

NECESSARY; INSTALLATION OF NEW PAVEMENT AND CURBING; INSTALLATION OF NEW

DRAINAGE STRUCTURES; INSTALLATION OF NEW SIGNAGE AND PAVEMENT MARKINGS;

INSTALLATION OF ERSOION CONTROL BMP'S.

TOTAL SITE AREA: N/A - CITY STREETS

TOTAL DISTURBED AREA: 0.60 ACRES

2. EXISTING CONDITIONS: THE PROPOSED SITE IS LOCATED IN DOWNTOWN LAGRANGE, GA.

AND CONSISTS OF THE INTERSECTION OD HARALSON ST. AND CHURCH ST., AND

HARALSON ST. AND RIDLEY AVE. EACH CORNER OF BOTH INTERSECTION HAS UNIQUE

PAVEMENT & CURBING CONFIGURATIONS, AND EACH HAS A STORM DRAINAGE INLET.

HARALSON ST. FLOWS FROM WEST TO EAST WITH ELEVATIONS FROM 779 TO 768. BOTH

CHURCH ST. AND RIDLEY AVE. RUN N-S AND DRAIN TOWARD HARALSON STREET. THE

SITE AREA IS BOUNDED BY VARIOUS PAVEMENT, PARKING AREAS AND BUILDINGS WITH

SITE AMENITIES (BENCHES, TRASH RECEPTICLES, SIGNS, LIGHT POSTS, BOLLARDS) AND

UTILITIES (FIRE HYDRANTS, WATER METERS & VALVES, GAS VALVES). THERE IS VERY

LITTLE VEGETATION IN THE PROPOSED CONSTRUCTION ZONE AND MOST IS LOW

SHRUBBERY. ONE LARGE 40" TREE EXISTS ON THE SE CORNER AT CHURCH STREET.

3. EXISTING CONTOURS OBTAINED BY: SURVEY BY BARGE DESIGN SOLUTIONS, INC.,

NOVEMBER, 2024.

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

LANDFILL UNLESS AUTHORIZED OTHERWISE.

* ALL STATE WATER BUFFERS MUST BE

IDENTIFIED WITH A SIGN.

UNNAMED TRIBUTARY OF OSELIGEE CREEK

PROJECT RECEIVING WATERS

CHECKLIST # 10

SITE

LOCATION MAP SCALE: 1" = 500'

SITE

CITY OF LaGRANGE

200 RIDLEY AVENUE

LaGRANGE, GA 31902

CHRIS PRATHER

PHONE: 706-302-2899

EMAIL: cprather@lagrangega.org

CITY OF LaGRANGE

200 RIDLEY AVENUE

LaGRANGE, GA 31902

CHRIS PRATHER

PHONE: 706-302-2899

EMAIL: cprather@lagrangega.org

24 HOUR CONTACT:

CHRIS PRATHER

OFFICE: 706-302-2899

CELL: 706-302-2899

cprather@lagrangega.org

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 DIRECT SUPERVISION.

CERTIFICATION STATEMENTS

SIGNATURE BLOCK_____________________________ DATE ________________

PRINTED NAME_________________________________

CHECKLIST #12

VICINITY MAP

SCALE: N.T.S.

CHRISTOPHER L RAINS, P.E.

BARGE DESIGN SOLUTIONS, INC.

24 DRAYTON STREET, SUITE 202

SAVANNAH, GA 31401

PHONE: (912) 257-7805

GSWCC CERTIFICATION No. 2916

EXPIRES 10/05/2026

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C2.22

1. CRITICAL/SENSITIVE AREAS

THE ESPCP MUST DELINEATE CRITICAL AREAS ON OR WITHIN 200 FEET OF THE PROJECT LIMITS; AND/OR PROVIDE A STATEMENT THAT CRITICAL AREAS DO NOT EXIST ON OR WITHIN 200 FEET OF THE PROJECT SITE.

FOR THOSE WITHIN THESE LIMITS, THE ESPCP MUST PROVIDE A DESCRIPTION OF SPECIFIC BMPS TO PROTECT

THESE AREAS.

· IMPAIRED WATERS (GEORGIA 303(D) LIST): NONE

ANY CONSTRUCTION ACTIVITY WHICH DISCHARGES STORM WATER 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 MUST COMPLY WITH PART III. C. OF THE PERMIT. INCLUDE THE COMPLETED APPENDIX 1 LISTING ALL THE BMP'S THAT WILL BE USED FOR THOSE AREAS OF THE SITE WHICH DISCHARGE TO

THE IMPAIRED STREAM SEGMENT.

IF A TMDL IMPLEMENTATION PLAN FOR SEDIMENT HAS BEEN FINALIZED FOR THE IMPAIRED STREAM SEGMENT AT LEAST SIX MONTHS PRIOR TO SUBMITTAL OF NOI, THE ES&PC PLAN MUST ADDRESS ANY SITE-SPECIFIC

CONDITIONS OR REQUIREMENTS INCLUDED IN THE TMDL IMPLEMENTATION PLAN.

• PROTECTED SPECIES (DNR MANUALS - OR ASSESSMENT REPORTS): NONE

• CULTURAL RESOURCES (I.E. HISTORICAL OR ARCHEOLOGICAL SITES, ETC): NONE

NO DIGGING OR VEHICLES ARE ALLOWED IN THESE AREAS. DELINEATIONS ARE TO BE IDENTIFIED ONLY

AS “SENSITIVE AREA”. DO NOT USE THE WORDS HISTORICAL OR ARCHEOLOGICAL SITES.

· WETLANDS: NONE

2. REQUIREMENTS FOR STREAM BUFFER VARIANCE (SBV)

• DESCRIBE IN THE ESPCP IF A SBV WILL BE REQUIRED FOR THE PROJECT. IF CONSTRUCTION IS TO TAKE PLACE IN A STATE WATER, THE ESPCP MUST SHOW STATE WATER SPECIFIC DIVERSION PLANS, PIPES, ETC.

THE INSTALLATION OF THESE DEVICES MAY BE SUBJECT TO SECTION 404 OF THE FEDERAL CLEAN WATER ACT.

_____ STREAM BUFFER VARIANCE REQUIRED

_____ STREAM BUFFER VARIANCE NOT REQUIRED

PROJECT TITLE: HARALSON ST. @ CHURCH ST. AND @ RIDLEY AVE. SAFETY IMPROVEMENTS

NOTE: ALONG STREAM BANK BUFFERS AND OTHER SENSITIVE AREAS, TWO ROWS OF

(Sd1-S) SILT FENCE SHALL BE USED. THIS IS REGARDLESS IF THE WORK IS APPROVED

UNDER A SBV OR EXEMPT FROM SBV.

SOME SBV WILL REQUIRE ADDITIONAL MEASUREMENTS TO ADDRESS LONG TERM WATER QUALITY; INCLUDING

BUT NOT LIMITED TO REDUCTION OF TOTAL SUSPENSE SOLIDS AND TARGET POLLUTANTS.

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED

VEGETATION OR WITHIN 25 -FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED

FROM THE JURIDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE

NECESSARY VARIANCES AND PERMITS.

PROJECT SPECIFIC NOTES

1. 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.

2. ALL DEVICES ARE TO BE MAINTAINED AND REPAIRED ON A REGULAR BASIS.

3. EXCESS SEDIMENT TO BE REMOVED WHEN SILT REACHES ONE-HALF (1/2) THE HEIGHT OF THE SILT FENCE.

4. ALL HEAD WALLS ARE TO HAVE STORM DRAIN OUTLET PROTECTION AND SILT TRAP DITCHES.

5. ALL CATCH BASINS AND DROP INLETS ARE TO HAVE SD2 TEMPORARY TOPS UNTIL THE FINAL GRADE IS

ESTABLISHED.

6. SILT FENCE MUST MEET THE REQUIREMENTS OF SECTION 171 - TEMPORARY SILT FENCE, OF THE

DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS, 1983 EDITION.

7. EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RAIN, AND

REPAIRED BY THE GENERAL CONTRACTOR AS NEEDED.

8. ALL DESIGN WILL CONFORM TO AND ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE

STANDARDS AND SPECIFICATIONS OF THE CURRENT PUBLICATION ENTITLED "MANUAL FOR EROSION AND

SEDIMENT CONTROL IN GEORGIA".

9. MAXIMUM CUT OR FILL SLOPES IS 3H:1V.

10. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE

STRUCTURES, INDICATING THE 1/3 FULL VOLUME.

11. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE

CONTRACTOR.

12. DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING.

13. CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 WITH A HEIGHT OF TEN FEET OR GREATER SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET.

14. THE PROFESSIONAL WHO SEALS THIS PLAN CERTIFIES UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY THE PROFESSIONAL OR THE

PROFESSIONAL'S AUTHORIZED AGENT, UNDER THE PROFESSIONAL'S DIRECT SUPERVISION.

15. TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES.

EROSION CONTROL - GENERAL NOTES

THE CONTRACTOR IS RESPONSIBLE FOR ALL LAND DISTURBING ACTIVITY, MAINTENANCE

AND INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES, COMPLYING

WITH ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY FINES LEVIED ON THE PROJECT DUE TO NON-COMPLIANCE WITH REGULATIONS

IN THE AMOUNT OF THE FINE LEVIED PLUS AN EQUAL AMOUNT OF THE FINE LEVIED PAID

TO THE OWNER FOR COORDINATION.

LIMIT OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES AT ANY ONE

TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE EPD DISTRICT

OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR MORE AT

ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMP'S LISTED IN

APPENDIX 1 OF THE CHECKLIST.

USE OF ALTERNATIVE BMP'S WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE

EQUIVALENT TO OR SUPERIOR TO CONVENTIONAL BMP'S AS CERTIFIED BY A DESIGN

PROFESSIONAL (UNLESS DISAPPROVED BY EPD OR THE GEORGIA SOIL AND WATER

CONSERVATION COMMISSION).

CHECKLIST #39 & #40 :

APPLICABLE: __________________ NOT APPLICABLE: ________________X

USE OF ALTERNATIVE BMP FOR APPLICATION TO THE EQUIVALENT BMP LIST. PLEASE

REFER TO APPENDIX A-2 OF THE MANUAL FO EROSION & SEDIMENTATION CONTROL

IN GEORGIA 2016 EDITION.

APPLICABLE: __________________ NOT APPLICABLE: ________________X

CHECKLIST #3 :

CHECKLIST #11, #15, #16, #22, #23 :

CHECKLIST #15 :

CHECKLIST #14, #18, #19, #20 & #21

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT

AND CERTIFY THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE

REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER

INSTALLATION.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE,

EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

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.

EROSION CONTROL MEASURES SHALL 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.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS

SHALL BE STABILIZED WITH MULCH AND/OR TEMPORARY SEEDING AND/OR

PERMANENT SEEDING.

CHRISTOPHER L. RAINS, P.E.

GA P.E. #: 34678

LEVEL II#: 0000002916

B-5

0.32 AC.

B-9

0.38 AC.

B-7 or B-8

0.19 AC.

B-4

0.65 AC.

B-2

0.38 AC.

A-2

0.34 AC.

A-8

0.24 AC.

A-7

0.37 AC.

A-9

1.12 AC.

A-4

0.32 AC.

TD-1

0.04 AC.

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

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CHECKLIST #45 & 46:

THE NATURE OF THIS PROJECT IS PRIMARILY THE LANE MODIFICATION TO TWO

INTERSECTIONS FOR SAFETY PURPOSES. LAND DISTURBANCE IS LIMITED TO VERY

MINOR GRADING, THE MODIFICATION OF EXISTING STORM DRAINAGE STUCTURES,

AND THE INSTALLATION OF NEW STORM DRAINAGE STRUCTURES TO CATCH

STORMWATER IN A NEW LOCATION DUE TO BULB OUTS OF THE INTERSECTIONS. THE

PRE AND POST DEVELOPMENT BASINS ARE ESSENTIALLY THE SAME AND THERE ARE

NO NEW STORM DRAINAGE OUTFALLS. PRE AND POST CONSTRUCTION FLOWS WILL

BE UNCHANGED.

A-4 CB

A-3 JB

A-2 CB

A-1 EX CB

A-7 CB

B-5 CB

B-4 CB B-2 CB

A-8 CB

B-1 EX CB

A-9 CB

A-6 EX CB

B-3 EX CB

B-7 JB

B-6 JB

B-9 CB

B-8 CB

A-10 EX CB

A-11 CB

Sd2-F

TYP. (SEE

NARRATIVE)

TYP. (SEE

NARRATIVE)

Sd2-P

LIMITS OF

DISTURBANCE

(SEE NOTE 3)

LIMITS OF

DISTURBANCE

(SEE NOTE 3)

LIMITS OF

DISTURBANCE

(SEE NOTE 3)

LIMITS OF

DISTURBANCE

(SEE NOTE 3)

Sd2-P

Sd2-F

TYP. (SEE

NARRATIVE)

Sd2-F

TYP. (SEE

NARRATIVE)

Sd2-F

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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C2.31

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CONTOURS770

JUNCTION BOX (JB)

STORM DRAIN

EXISTING CONTOURS

CATCH BASIN

EROSION CONTROL NOTES:

1. SEE SHEET C7.04 FOR DETAILS OF EROSION CONTROL BMPS.

2. SEE SHEET C0.41 FOR DEMOLITION PLAN. REMOVE ITEMS AS

NECESSARY TO INSTALL INITIAL BMP'S.

3. LIMIT OF DISTURBANCE = 0.60 ACRES MAX. ASPHALT TO BE

MILLED AND OVERLAYED IS NOT CONSIDERED DISTURBANCE.

SEE SHEET C1.01 FOR SITE PLAN.

Ud IS THE SOIL CLASSIFICATION FOR THE ENTIRE SITE. SOIL INFORMATION

AND DELINEATION OBTAINED FROM THE NCRS WEBSITE.

LIMITS OF DISTURBANCE

EROSION CONTROL LEGEND

CURB INLET PROTECTION

Ds1/Ds2/Du

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH AND/OR TEMPORARY SEEDING.

Ds1 Ds2 Du

SOX COMPOST FILTER SOCK

SOILS CHART

SOIL

TYPE SOIL DESCRIPTION K-FACTOR HYDROLOGIC

GROUP

Ud URBAN LAND NA NA

Sd2-P

Sd1-CFS

EROSION CONTROL NARRATIVE

LAND DISTURBANCE FOR THIS SITE IS UNDER 1 ACRE. NO MASS GRADING

IS TO BE PERFORMED ON THIS SITE. THE NATURE AND LOCATION OF THIS

PROJECT ALLOWS FOR ONLY MINIMAL EROSION CONTROL BMP'S. THESE

BMP'S WILL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES,

AND SHALL BE MAINTAINED AT ALL TIMES UNTIL FINAL STABILIZATION OF

THE SITE IS ACHIEVED. BMP'S INCLUDE:

1. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL

EXISTING STORM STRUCTURES AS SHOWN ON THE PLAN.

2. INLET SEDIMENT TRAPS (Sd2-F) SHALL BE INSTALLED IMMEDIATELY

AFTER INSTALLATION OF NEW CATCH BASINS. REMOVE WHEN NECESSARY

FOR PAVEMENT INSTALLATION.

3. ONCE PAVEMENT INSTALLATION IS COMPLETE, INSTALL CURB INLET

PROTECTION AS SHOWN ON THE PLAN.

4 IF UNFORESEEN CONDITIONS EXIST IN THE FIELD THAT WARRANT

ADDITIONAL EROSION CONTROL MEASURES, THE CONTRACTOR MUST

CONSTRUCT ANY ADDITIONAL EROSION CONTROL DEVICES DEEMED

NECESSARY BY THE SITE INSPECTOR AND RECORD THE

ADDITIONS/CHANGES ON THE CURRENT PLAN SHEET.

5 SEDIMENT SHALL NOT BE WASHED INTO INLETS.

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File details come from the government source that posted it. Updated Sep 1, 2025.