SHEET INDEX

SHEET NO. SHEET NAME

C0.00 COVER SHEET

C0.01 STANDARD SPECIFICATIONS

SURV BOUNDARY AND TOPOGRAPHIC SURVEY

C2.00 GRADING PLAN

C2.10 CURBING & GUARDRAIL PLAN

C2.20 PROFILES

C3.10 EROSION CONTROL PLANS

C3.41 - C3.42 EROSION CONTROL DETAILS

C4.00 - C4.01 CONSTRUCTION DETAILS

LONG ISLAND DRIVE

STREAMBANK STABILIZATION

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

FOR

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

PHONE: (770) 730-5600

PREPARED BY:

SITE LOCATION MAP

NOT TO SCALE

FEMA FIRM MAP

FEMA FIRM PANEL NO.: 13121C0144F

NOT TO SCALE

N

SITE LOCATION

SITE LOCATION

C0.00

COVER SHEET

N/A

Planners & Engineers Collaborative+

LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING

ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200 PEACHTREE CORNERS, GA 30092 P: (770) �51-27�1

21318.00 02/04/2022

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

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DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu es t.

P la nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

CONTACT INFORMATION:

ENGINEER: NEIL SCHAAP, P.E.

PLANNERS AND ENGINEERS

COLLABORATIVE

ADDRESS: 350 RESEARCH COURT

PEACHTREE CORNERS,

GEORGIA 30092

PHONE: 770.451.2741

EMAIL: NSCHAAP@PEC.PLUS

OWNER: CITY OF SANDY SPRINGS

ADDRESS: 1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

PHONE: (770) 730-5600

1. TOTAL DISTURBED AREA: 0.23 ACRES.

2. BOUNDARY & TOPOGRAPHIC INFORMATION PROVIDED BY GEOSURVEY DATED 12/17/2021.

3. THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR FULTON COUNTY, GEORGIA AND INCORPORATED AREAS, COMMUNITY PANEL NUMBER(S) 13121C0144F, EFFECTIVE DATE 09/18/2013 WAS EXAMINED AND NO PORTION OF THE PROPERTY SHOWN HEREIN WAS FOUND TO FALL WITHIN A DESIGNATED FLOOD ZONE "A" (AREAS OF 100-YEAR FLOOD) OR SPECIAL FLOOD HAZARD ZONE (AREAS OF 500-YEAR FLOOD).

4. THERE ARE STATE WATERS LOCATED ON THE PROJECT SITE

5. THERE ARE NO KNOWN WETLANDS ON THIS SITE

24 HOUR CONTACT:

CITY OF SANDY SPRINGS

770-730-5600

ADDRESS: 5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

SITE INFORMATION

SITE DATA

THIS PROJECT INVOLVES STABILIZING APPROXIMATELY 130 LF OF ERODED STREAM BANK ALONG LONG ISLAND CREEK IN SANDY SPRINGS, GA. WORK ASSOCIATED WITH THE PROJECT WILL INCLUDE UTILITY LINE COORDINATION, REMOVING EXCESS DEBRIS AND UNSUITABLE SOILS FROM THE RIGHT STREAMBANK SLOPE, RE-GRADING THE RIGHT STREAM BANK SLOPE, AND INSTALLING FLEXAMAT PLUS ALONG THE RE-GRADED SLOPE TO PROVIDE EROSION PROTECTION. CURB AND GUTTER AND GUARDRAIL WILL ALSO BE INSTALLED AS PART OF THE PROJECT. ACCESS WILL BE PROVIDED IN THE LONG ISLAND DRIVE RIGHT OF WAY AND PROJECT WORK WILL OCCUR IN THE RIGHT OF WAY, THE PERMANENT 10 FOOT SLOPE EASEMENT ADJACENT, AND IN A TEMPORARY CONSTRUCTION EASEMENT. THIS

WORK IS INTENDED TO STABILIZE THE STREAMBANK AND PREVENT FUTURE HEAVY EROSION.

PROJECT SCOPE:

NO SPECIMEN TREES ARE PROPOSED TO BE REMOVED FOR THIS PROJECT.

TREE / VEGETATION REMOVAL

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PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

SUBJECT TO ALL SANDY SPRINGS ORDINANCES AND GEORGIA STATE LAWS.

BY:_____________________________________________Natalie G Adkisson

ALL WORK SHALL BE DONE IN ACCORDANCE WITH GEORGIA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

CONSTRUCTION OF TRANSPORTATION SYSTEMS, APPROVED

APRIL 18, 2013; AND GDOT CONSTRUCTIONS STANDARDS AND

DETAILS, LATEST VERSIONS. SPECIFICATIONS USED ARE NOT

LIMITED TO THE SPECIFICATIONS LISTED ON THE FOLLOWING

PAGES.

CLEARING AND GRADING

1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF TRANSPORTATION

(GDOT) SYSTEMS, CURRENT EDITION, AND SUPPLEMENTS THERETO, AS APPROVED BY THE

FEDERAL HIGHWAY ADMINISTRATION.

2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS AND ARE NOT

NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS

SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE

CONTRACTOR OF HIS OR HER RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELOCATED OR

NEWLY INSTALLED POSITION. ALL SPECIFIC ITEMS IN THE DETAILED ESTIMATE ARE TO BE

REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE O F THE WORK. DISRUPTION

TO SERVICES OUTSIDE THE HOURS OF 9:00 AM AND 4:00 PM REQUIRE PRIOR APPROVAL BY THE

CITY OF SANDY SPRINGS.

3. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE

CONTRACTOR WILL BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER 811, FOR

THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. THE

CONTRACTOR'S ATTENTION IS CALL TO SUBSECTION 105.06 OF THE GDOT STANDARD

SPECIFICATIONS "COOPERATION WITH UTILITIES."

4. THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

ATLANTA GAS LIGHT (SOUTHERN COMPANY GAS)

CONTACT: GINNNY MAULDIN-KINNEY (404) 584-3176

FULTON COUNTY WATER AND SEWER

CONTACT: ABDUL AKBAR (404) 612-7518

GEORGIA POWER COMPANY

CONTACT: LAMONTE WASLIEN (404) 947-0729

FIBERLIGHT

CONTACT: EVAN MOSHONISIOTIS (443) 807-1340

ZAYO

CONTACT: RUSTY PERDIEU (706) 889-6967

5. THE EARTHWORKS QUANTITY SHOWN ON THE PLANS IS TO BE VERIFIED BY THE CONTRACTOR.

THE CONTRACTOR SHALL NOTIFY THE CITY IF EARTHWORKS QUANTITIES ARE FOUND TO BE

DIFFERENT THAN WHAT IS IN THE BID DOCUMENTS. THE CITY OF SANDY SPRINGS PUBLIC

WORKS DEPARTMENT ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY, AND INCLUDE

GRADING WORK AS PART OF THE BID PRICE FOR GRADING COMPLETE AND IT SHALL BE HIS OR

HER RESPONSIBILITY TO DETERMINE THE ACTUAL EARTHWORK QUANTITY TO BE GRADED. NO

CLAIMS WILL BE CONSIDERED FOR EXTRA COMPENSATION IF THE CONTRACTOR RELIES ON THE

QUANTITY SHOWN ON THE PLANS. GRADING ON THIS PROJECT IS LIMITED TO THE ACTUAL

CONSTRUCTION LIMITS UNLESS DIRECTED BY THE ENGINEER. COST FOR GRADING SHALL BE

INCLUDED IN THE BID PRICE FOR GRADING COMPLETE.

6. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS

SUBJECTED TO DUST FORMATION MUST BE PERIODICALLY WATERED SUFFICIENT TO RETARD

DUST, NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS

REQUIREMENT.

7. THE TOTAL AREA SHOWN ON THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. THE CITY

OF SANDY SPRINGS ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR

SHALL INCLUDE IN THE BID PRICE FOR GRASSING, AND IT SHALL BE HIS RESPONSIBILITY TO

DETERMINE THE ACTUAL AREA TO BE GRASSED. NO CLAIMS WILL BE CONSIDERED FOR

COMPENSATION IF THE CONTRACTOR RELIES ON THE AREA SHOWN ON THE PLANS.

8. THE TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE

OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E.

BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA, ETC. NO SEPARATE PAYMENT SHALL

BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

9. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER

TO SUB-SECTION 107.07 OF THE GDOT STANDARD SPECIFICATIONS.

10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL

FOR THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL.

11. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM.

12. IN THE EVENT A DRIVEWAY IS DAMAGED DUE TO CONSTRUCTION, THE DRIVEWAY SHALL BE

REPLACED, IN KIND, I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE, AND BRICK

PAVERS FOR BRICK PAVERS. EXCEPT EARTH AND GRAVEL DRIVEWAYS SHALL BE REPLACED

WITH ASPHALT TO THE CONSTRUCTION LIMITS. DRIVEWAYS CONTAINING BRICK PAVERS SHALL

BE CONSTRUCTED USING GDOT SPECIFICATIONS. THE DRIVEWAY LOCATIONS INDICATED ON

THE PLANS ARE FROM THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL CONSTRUCT NEW

DRIVEWAYS TO MATCH ACTUAL FIELD LOCATIONS OF EXISTING DRIVEWAYS WHERE THEY ARE

NOT IN CONFLICT WITH RULES AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN THE

APPROVAL OF THE ENGINEER PRIOR TO MAKING ANY REVISIONS SUCH AS TO LOCATION, WIDTH

AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. WHERE REQUIRED, THE DRIVEWAY SHALL BE

PAVED AS FOLLOWS:

ASPHALTIC DRIVES

RESIDENTIAL:

1.5" RECY. ASPHALTIC CONCRETE, 9.5mm SUPERPAVE, GP 2 ONLY, INCLUDING BITUM. MAT'L & H. LIME

6" GRADED AGGREGATE BASE

COMMERCIAL:

1.5" RECY. ASPHALTIC CONCRETE, 9.5mm SUPERPAVE, GP 2 ONLY, INCLUDING BITUM. MAT'L AND H. LIME

2" RECY. ASPHALTIC CONC. 19mm SUPERPAVE, GP 1 OR 2, INCLUDING BITUM. MAT'L AND H.LIME

8" GRADED AGGREGATE BASE

CONCRETE DRIVES

RESIDENTIAL: 6" CONCRETE VALLEY GUTTER

6" CONCRETE DRIVEWAY

COMMERCIAL: 8" CONCRETE VALLEY GUTTER

8" CONCRETE DRIVEWAY

ALL DRIVEWAYS SHALL BE PAVED TO THE LIMITS OF CONSTRUCTION. EXISTING

DRIVEWAYS SHALL NOT BE USED FOR PROJECT ACCESS.

13. WHERE WET SUBGRADE IS ENCOUNTERED AND WATER IDENTIFIED BY THE ENGINEER, AN

UNDERDRAIN PIPE WITH DRAINAGE AGGREGATE SHALL BE PLACED AS DIRECTED BY THE

ENGINEER TO AID IN DEWATERING THE SUBGRADE.

14. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY

REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE

MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

15. ALL EXISTING STORMWATER PIPE SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY THE ENGINEER. ALL COST FOR REMOVAL SHALL BE INCLUDED IN THE LUMP

SUM BID PRICE FOR GRADING COMPLETE.

16. IN AREAS WHERE TYPE 2 CURB IS USED, DRAINAGE STRUCTURES 1033D AND 1034D WILL BE

REQUIRED. IN AREAS WHERE TYPE 7 CURB IS USED, DRAINAGE STRUCTURES 1033G AD 1034G

WILL BE REQUIRED.

17. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT

WITHOUT AN OVERLAY OR WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT

SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL

TO A NEAT LINE. THE COST FOR ASPHALT SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED

IN THE BID PRICE FOR GRADING COMPLETE.

18. WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC

PATTERN BEING USED ON CONSTRUCTION, THE THE CONTRACTOR SHALL REMOVE OR OVERLAY

LINES TO THE SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT CONFUSE THE

TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE WITH THE

'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', OR AS DIRECTED BY THE ENGINEER.

TRAFFIC SHALL NOT BE ALLOWED ON ANY PAVEMENT NOT PROPERTY STRIPED.

19. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE STANDARD

SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF

OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.

20. THE BID PRICE FOR TRAFFIC CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO CONSTRUCTION, MAINTENANCE , AND REMOVAL OF TEMPORARY SIGNAGE AND PAVEMENT MARKINGS, BARRICADES, CHANNELIZING DEVICES, ETC, REQUIRED FOR MAINTENANCE OF TRAFFIC DURING

CONSTRUCTION. ALL TEMPORARY SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WIT THE 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', CURRENT EDITION

AND/OR AS DIRECTED BY THE ENGINEER.

21. ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY

AFTER THE SLOPES ARE ESTABLISHED IN ORDER TO REDUCE EROSION. IF THE SEASON DOES

NOT PERMIT GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED BY THE ENGINEER.

22. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT

ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT LIMITED TO,

REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN

DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE

DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS ON THE PLANS. NO SEPARATE PAYMENT WILL

BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

23. QUANTITIES SHOWN ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. CONTRACTOR IS TO

VERIFY ALL QUANTITIES TO BE INCLUDED IN THE BID PRICE.

24. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND

DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND

SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY THE ON-SITE

INSPECTOR OR AS DIRECTED BY THE ENGINEER.

25. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING

SHALL BE DONE UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR REPLACE ANY SILT FENCE

THAT IS NOT SATISFACTORY. EROSION CONTROL MEASURES SHALL BE PLACED IMMEDIATELY

AFTER DRAINAGE STRUCTURES ARE IN PLACE. ALL EROSION CONTROL DEVICES SHALL BE

PLACED ACCORDING TO THE PLANS AND AS DIRECTED BY THE ENGINEER. SEE THE GEORGIA

STANDARD SPECIFICATIONS AND THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL IN

GEORGIA', CURRENT EDITION REGARDING EROSION CONTROL. THE CONTRACTOR SHALL BE

RESPONSIBLE TO KEEP WETLAND AREAS FREE FROM SILTATION. THE CONTRACTOR SHALL

OBTAIN AND ABIDE BY ALL UNITED STATES ARMY CORPS OF ENGINEERS (USACE) RULES AND

REGULATIONS CONCERNING CONSTRUCTION ADJACENT TO WATERS OF THE UNITED STATES

(WOTUS) AND MAINTAIN WATER QUALITY.

26. THIS PROJECT HAS A TOTAL DISTURBED AREA OF 0.23 ACRES. THE DISTURBED AREA

ENCOMPASSES THE THE AREA ASSOCIATED WITH CLEARING, GRADING, EXCAVATING, FILLING

OF LAND, OR OTHER SIMILAR ACTIVITIES WHICH MAY RESULT IN SOIL EROSION, AS DEFINED

UNDER 'CONSTRUCTION ACTIVITIES' IN THE STATE OF GEORGIA NATURAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. GAR100002.

27. AGGREGATE SURFACE COURSE FOR TEMPORARY, DRIVEWAYS, INCLUDING MATERIAL, HAUL

AND PLACEMENT SHALL BE USED AT THE ENGINEER'S DIRECTION TO FACILITATE THE

MOVEMENT OF LOCAL TRAFFIC THROUGH THE CONSTRUCTION AREA DURING INCLEMENT

WEATHER. WHEN USED FOR THIS PURPOSE, SECTION 318 OF THE GDOT STANDARD

SPECIFICATIONS IS MODIFIED TO PERMIT TRUCK DUMPING ON UNPREPARED WET, MUDDY

SUBGRADE. SECTION 318 IS FURTHER MODIFIED TO PERT THE USE OF CRUSHER STONE AS

DESCRIBED IN SECTION 318.02.

28. THE CONTRACTOR WILL HAVE THE USE OF THE FOLLOWING MATERIALS:

A. GRADED AGGREGATE, ARTICLE 815.2.01

B. COURSE GRADED AGGREGATE, SIZE 467, ARTICLE 800.2.01

C. STABILIZED AGGREGATE, TYPE I OR II, SECTION 803.2 OR 803.2.02

D. CRUSHED STONE, ARTICLE 806.2.01

29. CONSTRUCTION LAYOUT AND STAGING PLAN WILL BE REQUIRED BY THE CONTRACTOR. ALL

COST FOR THIS ITEM WILL BE INCLUDED IN THE BID PRICE.

30. CITY OF SANDY SPRINGS PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 72

HOURS IN ADVANCE OF ALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE

THIS ACTION WITH THE LEAD INSPECTOR.

31. THE GDOT STANDARDS AND CONSTRUCTION DETAILS REQUIRED FOR THIS PROJECT ARE LISTED IN THIS PLAN SET WITH THE LAST KNOWN REVISION DATE, HOWEVER THE CONTRACTOR WILL BE

RESPONSIBLE FOR OBTAINING AND MAINTAINING ON THE PROJECT SITE THE CURRENT GDOT

STANDARD DRAWINGS AND CONSTRUCTION DETAILS REQUIRED FOR THIS PROJECT.

32. ANY ADJUSTMENTS OR RELOCATIONS OF CITY OF SANDY SPRINGS PUBLIC WORKS DEPARTMENT FACILITIES SHALL BE IN ACCORDANCE WITH THE CITY OF SANDY SPRINGS ORDINANCE NUMBER 2008-09-48. THIS DOCUMENT IS AVAILABLE AT THE DEPARTMENT OFFICE AT 1 GALAMBOS WAY, CITY OF SANDY SPRINGS. TELEPHONE (770) 730-5600 AND THE 24 HR EMERGENCY CONTACT

NUMBER FOR THE CITY OF SANDY SPRINGS IS (770) 730-5600.

33. THE SURVEY FOR THIS PROJECT WAS PREPARED BY GEOSURVEY AND SUPPLEMENTED USING

FULTON COUNTY AND CITY OF SANDY SPRINGS GIS DATA.

34. STORM DRAINAGE FOR THE ROADWAY MUST BE MAINTAINED DURING CONSTRUCTION.

35. UNLESS OTHERWISE SPECIFIED, ANY IRRIGATION SYSTEM ENCOUNTERED WITHIN THE LIMITS OF

CONSTRUCTION IS TO BE RE-ESTABLISHED (INCLUDING TESTING) BY THE CONTRACTOR.

PROJECT CONTRACTOR IS TO CUT AND CAP IRRIGATION SYSTEM OUTSIDE OF LIMITS OF

CONSTRUCTION DURING CONSTRUCTION.

36. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY DEBRIS REMAINING AFTER THE REMOVAL OF

OF THE EXISTING STORM SEWER PIPES/STRUCTURES AND OTHER DELETERIOUS NON-SOIL

MATERIALS SHOULD BE STRIPPED FROM PROPOSED CONSTRICTION AREAS.

37. EXCAVATION BRACING (SHORING) DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR. ANY SHORING (INCLUDING TRENCH BOXES) GREATER THAN FOUR (4)

FEET MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER CURRENTLY REGISTERED IN

THE STATE OF GEORGIA.

38. FILL MATERIAL SHOULD BE LOW PLASTICITY SOIL (PLASTICITY INDEX LESS THAN 30), FREE OF

NON-SOIL MATERIALS AND ROCK FRAGMENTS LARGER THAN 2 INCHES IN ANY ONE DIMENSION.

39. SOIL MOISTURE CONTENT SHOULD BE MAINTAINED WITHIN 3% OF THE OPTIMUM MOISTURE

CONTENT.

40. ORGANIC AND/OR DEBRIS LADEN MATERIAL (>3% ORGANICS BY WEIGHT) IS NOT SUITABLE FOR

RE-USE AS STRUCTURAL FILL.

41. FILL SHOULD BE PLACED IN THIN, HORIZONTAL LOOSE LIFTS (MAXIMUM 8-INCH) AND COMPACTED

TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) UNDER

ROADWAYS, 98% OF THE STANDARD PROCTOR IN THE RIGHT OF WAY AND AROUND UTILITIES,

AND 95% OF THE STANDARD PROCTOR ELSEWHERE.

42. CONTRACTOR SHALL PROVIDE INDEPENDENT GEOTECHNICAL TESTING TO VERIFY SOIL

COMPACTION MEETS THE CITY OF SANDY SPRINGS STANDARDS.

43. FILL MATERIALS USED IN STRUCTURAL AREAS SHOULD HAVE A TARGET MAXIMUM DRY DENSITY

OF AT LEAST 95 POUNDS PER CUBIC FOOT (PCF).

44. OPEN-GRADED CRUSHED STONE SHOULD BE PLACED IN RELATIVELY THIN LIFTS OF 12 INCHES

OR LESS AND COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT.

45. WATER LEVELS SHALL BE MAINTAINED AT LEAST ONE FOOT BELOW WORKING SUBGRADE

SURFACES TO AVOID DEGRADING SUBGRADE.

46. THE SUBGRADE SHOULD BE WELL-DRAINED TO PREVENT THE ACCUMULATION OF WATER.

47. GRADING COMPLETE - LUMP SUM SHALL INCLUDE ALL UNCLASSIFIED EXCAVATION, BORROW

EXCAVATION, CHANNEL EXCAVATION, FOUNDATION BACKFILL MATERIAL, TYPE I, ROCK

EXCAVATION, ASPHALT CUTS, CLEARING AND GRUBBING, TREE REMOVAL, DEBRIS/SOLD WASTE

REMOVAL, AND REMOVAL OF ALL ITEMS NOT SHOWN AS SEPARATE PAY ITEM. THIS SHALL ALSO

INCLUDE ALL COMPACTION EFFORTS NECESSARY TO ACHIEVE THE COMPACTION REQUIREMENT

SPECIFIED IN THE PLANS.

48. PLANNERS & ENGINEERS COLLABORATIVE (PEC) SHALL FURNISH "AS-BUILT" DRAWINGS THAT

ARE SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR (R.L.S.). CONTRACTOR SHALL

NOTIFY PEC OF ALL CHANGES AND DEVIATIONS FROM CONTRACT DRAWINGS.

DRAWING LEGEND

FFE XX.XX FINISHED FLOOR ELEVATION

BFE XX.XX BASEMENT FLOOR ELEVATION

SPOT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

PROPOSED WATER LINE

PROPOSED WATER METER

PROPOSED VALVE & END CAP

PROPOSED FIRE HYDRANT & FDC

PROPOSED TEE, BEND & INTERSECTION

PROPOSED SANITARY SEWER LINE

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY CLEANOUT

PROPOSED GREASE TRAP

PROPOSED STORM LINE

PROPOSED JUNCTION BOX

PROPOSED DROP INLET

PROPOSED YARD INLET

PROPOSED CURB INLET

PROPOSED WEIR INLET

PROPOSED CATCH BASIN

PROPOSED HEADWALL

PROPOSED OUTLET CONTROL STRUCTURE

TYPICAL WALL LABELS

TW = TOP OF WALL

TFG = TOP FINISHED GRADE

BFG = BOTTOM FINISHED GRADE

TF = TOP OF FOOTING

BF = BOTTOM OF FOOTING

W

10.72

TW

TF

BF

BFG

TFG

GDOT DETAILS USED IN PROJECT

GDOT DETAIL NUMBER GDOT DETAIL TITLE

9032B CONCRETE CURB & GUTTER

4380 "W" BEAM GUARDRAIL

4381 POSTS & OFFSET BLOCKS FOR "W" & "T"

BEAM GUARDRAIL

C0.01

STANDARD

SPECIFICATIONS

N/A

21318.00 02/04/2022

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

2 3 4 5 6 7 8 9 10 11 12 13 14 151

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2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

TRANSPORTATION NOTES

1. ALL TRAFFIC CONTROL AND WARNING DEVICES MUST BE SHOWN AND PLACED

PER THE MUTCD. THE TRAFFIC CONTROL PLAN IS SUBJECT TO CHANGE BY THE

SANDY SPRINGS TRAFFIC ENGINEER.

2. TEMPORARY TRAFFIC CONTROL AND WARNING DEVICES SHALL BE PLACED

PRIOR TO THE COMMENCEMENT OF ANY WORK AND SHALL REMAIN IN PLACE

UNTIL THE CONCLUSION OF ALL SIGNING AND STRIPING WORK.

3. ALL SIGNS SHALL CONFORM TO THE MUTCD STANDARDS AND SANDY SPRINGS

STANDARDS FOR COLOR, SIZE, REFLECTIVITY, HEIGHT, AND PLACEMENT.

4. CONTACT THE SANDY SPRINGS TRAFFIC ENGINEER (770-730-5600) ONE WEEK

PRIOR TO COMMENCEMENT OF ANY STRIPING WORK.

5. A CITY OF SANDY SPRINGS UTILITY PERMIT IS REQUIRED FOR ANY

CONSTRUCTION WITHIN THE RIGHT OF WAY. REFER TO THE CITY'S UTILITY

PERMIT POLICY FOR REQUIREMENTS.

6. SAWCUT MUST BE USED IN ANY AREA WHERE NEW PAVEMENT WILL ABUT

EXISTING PAVEMENT.

7. NO CLOSURES OF OR ENCROACHMENTS INTO THE PEDESTRIAN, BICYCLE, OR

VEHICULAR TRAVEL AREAS SHALL BE DONE WITHOUT PRIOR APPROVAL FROM

THE SANDY SPRINGS TRAFFIC ENGINEER. ALL PROPOSED PLANS FOR

CLOSURES AND ENCROACHMENTS SHALL BE SUBMITTED AT LEAST TWO WEEKS

PRIOR TO INTENDED BEGINNING AND MUST BE APPROVED PRIOR TO

COMMENCEMENT.

8. CONTRACTOR TO VERIFY ALL CONDITIONS, ELEVATIONS AND DIMENSIONS

BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED

TO THE ENGINEER FOR JUSTIFICATION AND/OR CORRECTION BEFORE

PROCEEDING WITH THE WORK. CONTRACTOR TO ASSUME RESPONSIBILITY FOR

DISCREPANCIES WHICH ARE NOT REPORTED. ALL DIMENSIONS SHOULD BE

READ OR CALCULATED.

9. CONTRACTOR TO HAVE ALL UTILITIES FILED LOCATION AND CLEARLY MARKED

PRIOR TO THE START OF AN CONSTRUCTION ACTIVITY.

10. CONTRACTOR SHALL PROVIDE ADEQUATE ON-SITE RESTROOM FAICILITIES FOR

WORK CREW FOR THE DURATION OF THE PROJECT. THE FACILITIES SHALL BE

REMOVED PROMPTLY ONCE THE PROJECT IS ACCEPTED.

PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

(VARIABLE R/W)

LONG ISLAND DRIVE

2.6'

2:

1.

5:

4.5'

0+32

0+

0+

0+

0+

0+27

0+

0+

0+

0+31

0+

0+

0+

0+

0+33

0+

0+

0+

0+

1.5'

855855

LOD / TPF

LOD / TPF

LOD / TPF

LOD / TPF

LOD

LOD

LOD

LODLOD

LOD

LOD

LODLODLOD

LODLOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

2:

1.

5:

A- A-

B- B-

D- D-

C- C-

FLEXAMAT PLUSÒ STEEP

SLOPE STABILIZATION

(SEE DETAIL SHEET C4.00)

FLEXAMAT UPSTREAM TRANSITION

(24"x 24" TRENCH FOR FLEXAMAT

ANCHORING, FILLED WITH #3 STONE)

SLOPE EASEMENT

COMMUNICATIONS LINE TO BE FIELD LOCATED PRIOR

TO CONSTRUCTION (SEE NOTE THIS SHEET)

FLEXAMAT DOWNSTREAM TRANSITION

(SEE UPSTREAM NOTE)

TEMPORARY CONSTRUCTION

EASEMENT

EQUIPMENT/ STAGING AREA

12" MINIMUM DIAMETER RIP RAP

STONE ALONG TOE OF SLOPE (SEE

NOTE SHEET C4.00)

FLEXAMAT SLOPE TOE ANCHOR TRENCH

(18"x18" TRENCH FOR FLEXAMAT ANCHORING, FILLED WITH #3 STONE)

EQUIPMENT/

STAGING AREA

EXISTING RIGHT OF WAY

APPROX. LOCATION PER AGL RECORDS. CONTRACTOR TO FIELD

LOCATE PRIOR TO CONSTRUCTION. SEE NOTE THIS SHEET.

PROPOSED GUARDRAIL 1.5'

FROM EDGE OF PAVEMENT

R

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GRADING NOTES:

1. DISTURBED AREAS LEFT IDLE FOR FOURTEEN DAYS, AND NOT TO FINAL GRADE,

SHALL BE ESTABLISHED TO TEMPORARY VEGETATION (Ds2). DISTURBED AREAS

LEFT IDLE FOUR WEEKS OR MORE WILL BE ESTABLISHED TO PERMANENT

VEGETATION (Ds3). ALL AREAS TO FINAL GRADE SHALL BE ESTABLISHED TO

PERMANENT VEGETATION WITHIN TWO WEEKS.

2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHALL BE UNIFORMLY SPREAD

OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.

3. DURING UNSUITABLE GROWING SEASONS, MULCH SHALL BE USED AS A TEMPORARY

COVER (Ds1). ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH SHALL BE ANCHORED.

4. CITY OF SANDY SPRINGS LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON THE

SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A COUNTY

ROAD OR STREET.

5. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM

EVENT. EACH DEVICE SHALL BE MAINTAINED OR REPLACED IF SEDIMENT

ACCUMULATION HAS REACHED ON HALF THE CAPACITY OF THE DEVICE.

6. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF SANDY SPRINGS

GEORGIA REGULATIONS AND CODES AND O.S.H.A. STANDARDS.

7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED

REMOVED, OR RELOCATED AS NECESSARY.

8. PLANNERS & ENGINEERS COLLABORATIVE (PEC) SHALL FURNISH "AS-BUILT"

DRAWINGS. CONTRACTOR SHALL NOTIFY PEC OF ALL CHANGES AND DEVIATIONS

FROM CONTRACT DRAWINGS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION INCLUDING BUT NOT

LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES,

ETC., GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY

SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

10. OPEN BURNING OR BURY PITS ARE NOT ALLOWED.

11. THERE ARE NO KNOWN WETLANDS ON SITE PER THE NATIONAL WETLANDS

INVENTORY MAP.

DIRT STATEMENT:

FILL

2.03 C.Y.

CONTRACTOR SHALL PERFORM AND CONCLUDE EARTHWORK

CALCULATIONS INDEPENDENTLY AND SHALL NOT RELY ON THESE

OPINION OF VOLUMES. VOLUMES STATED ARE USED TO SECURE A

HAUL ROUTE PERMIT ONLY.

CUT

110.11 C.Y.

C2.00

GRADING PLAN

1" = 10'

5 10 20 300

21318.00 02/04/2022

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

2 3 4 5 6 7 8 9 10 11 12 13 14 151

K

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2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

LONG ISLAND CREEK 1.5:1 GRADED SLOPE WITH

FLEXAMAT PLUS PERMANENT STABILIZATION

PLAN VIEW

SCALE: 1" = 10'

TELECOM UTILITY NOTES:

1. ALL UTILITIES, INCLUDING ALL TELECOM LINES, MUST BE FIELD LOCATED PRIOR TO

START OF WORK. MULTIPLE TELECOM FACILITIES ARE IN THE PROJECT AREA; IF

PROJECT WORK IS FOUND TO BE IN CONFLICT WITH THESE FACILITIES, THE

CONTACTS BELOW MUST BE NOTIFIED.

FIBERLIGHT

CONTACT: EVAN MOSHONISIOTIS (443) 807-1340

ZAYO

CONTACT: RUSTY PERDIEU (706) 889-6967

ATLANTA GAS LINE (AGL) NOTES:

1. AGL GAS LINE SHOWN NORTH OF TEE IS PER AGL RECORDS AND IS NOT SHOWN ON

SURVEY. LOCATION IS APPROXIMATE AND MUST BE FIELD LOCATED.

2. AGL GAS LINE PER AGL RECORDS IS A 4" STEEL GAS MAIN, AND AT TEE, IS

RECORDED TO CROSS UNDERNEATH LONG ISLAND DRIVE. CROSSING IS NOT SHOWN

ON SURVEY AND MUST BE FIELD LOCATED.

3. AFTER FIELD LOCATING AGL 4" GAS LINE, IF WORK IS FOUND TO BE WITHIN A 2.0'

RADIUS OF LINE, AGL MUST BE CONTACTED IMMEDIATELY.

ATLANTA GAS LIGHT (SOUTHERN COMPANY GAS)

CONTACT: JOSHUA CRAWFORD (470) 451-2366

GINNY MAULDIN (470) 316-6836

PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

855855

LO

D

/ TPF

LOD / TPF

LOD / TPF

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LODLODLODLODLODLOD

LO

D

LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

END 370 LF OF GDOT 24" CURB

& GUTTER. CURB & GUTTER

TO TIE INTO EXISTING

GUARDRAIL END

INSTALL APPROX. 124 LF OF

GUARDRAIL 1.5' FROM BACK

OF CURB (SEE SHEET C4.01)

INSTALL APPROX. 50 LF OF

GUARDRAIL 1.5' FROM BACK

OF CURB (SEE SHEET C4.01)

INSTALL APPROX. 110 LF OF

GUARDRAIL 1.5' FROM BACK

OF CURB (SEE SHEET C4.01)

CONTRACTOR TO SUBMIT A LANE

CLOSURE PLAN TO THE CITY

PRIOR TO START OF WORK

EXISTING

RIGHT OF WAY

END GUARDRAIL APPROX. 3.5' ON

EITHER SIDE OF SEWER MAIN &

DOUBLE WING CATCH BASIN

END OF EXISTING 6" CURB (TO BE REPLACED);

INSTALL 370 LF OF 24" CURB & GUTTER

(SEE DETAIL SHEET C4.01)

INSTALL APPROX. 53 LF

OF GUARDRAIL (SEE

SHEET C4.01)

EXISTING ROAD

STRIPING

EXISTING ROAD

STRIPING

APPROX. LOCATION PER AGL RECORDS.

CONTRACTOR TO FIELD LOCATE PRIOR TO

CONSTRUCTION. SEE NOTE THIS SHEET.

CONTRACTOR TO FIELD LOCATE

EXISTING 4" AGL GAS MAIN

PRIOR TO CONSTRUCTION

END GUARDRAIL APPROX.

5.0' ON EITHER SIDE OF

POWER POLE

AGL VALVE & TEE LOCATION

END GUARDRAIL APPROX.

5.0' ON EITHER SIDE OF

BRACE POLE

DEMO & REPLACE EXISTING

117 LF OF 6" CURB (SEE

NOTE THIS SHEET)

CONTRACTOR TO REPLACE ALL

EXISTING CONFLICTING ROAD SIGNAGE

TAPER GUARDRAIL AND END

AT EXISTING BRIDGE WALL

R

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GUARDRAIL NOTES:

1. ALL UTILITIES MUST BE FIELD LOCATED PRIOR TO START OF

GUARDRAIL INSTALLATION. GUARDRAIL POST LOCATION PLAN

MUST BE SUBMITTED TO CITY PRIOR TO START OF WORK SHOWING

AVOIDANCE OF GAS, TELECOM, STORM, SEWER, AND WATER

UTILITY LINES.

0 7.5 15 30 45

1" = 15'

21318.00 02/04/2022

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

2 3 4 5 6 7 8 9 10 11 12 13 14 151

K

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2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

1.5' 1.5'

1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN

ACCORDANCE WITH MUTCD REQUIREMENTS.

2. IF A ROAD CLOSURE IS NECESSARY, CONTRACTOR SHALL

PROVIDE A DETOUR PLAN.

3. DURING CONSTRUCTION, ONE LANE OF ROAD SHALL REMAIN

OPEN AT ALL TIMES UNLESS OTHERWISE APPROVED.

TRAFFIC CONTROL NOTES:

C2.10

CURBING &

GUARDRAIL PLAN

ATLANTA GAS LINE (AGL) NOTES:

1. AGL GAS LINE SHOWN NORTH OF TEE IS PER AGL RECORDS AND IS

NOT SHOWN ON SURVEY. LOCATION IS APPROXIMATE AND MUST

BE FIELD LOCATED.

2. AGL GAS LINE PER AGL RECORDS IS A 4" STEEL GAS MAIN, AND AT

TEE, IS RECORDED TO CROSS UNDERNEATH LONG ISLAND DRIVE.

CROSSING IS NOT SHOWN ON SURVEY AND MUST BE FIELD

LOCATED.

3. AFTER FIELD LOCATING AGL 4" GAS LINE, IF WORK IS FOUND TO BE

WITHIN A 2.0' RADIUS OF LINE, AGL MUST BE CONTACTED

IMMEDIATELY.

ATLANTA GAS LIGHT (SOUTHERN COMPANY GAS)

CONTACT: JOSHUA CRAWFORD (470) 451-2366

GINNY MAULDIN (470) 316-6836

2.25'

2.50'

23.44'

PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

A-A

HORIZONTAL SCALE: 1" = 5'

VERTICAL SCALE: 1" = 5'

EXISTING

POWER POLE

0+00

3.

3.

0+05

3.

3.

0+10

3.

3.

0+15

1.

1.

0+20

5.

5.

0+25

2.

2.

0+30

1.

1.

0+35

BACK OF

CURB

EXISTING RIGHT OF WAY/ BEGINNING

OF 10' SLOPE EASEMENT

END OF 10' SLOPE

EASEMENT

2.71'

5.41'

EDGE OF WATER

1.5'

1.5

EXISTING 4" STEEL

GAS LINE (APPROX.

3.0' DEPTH; TO BE

CONFIRMED PRIOR

TO CONSTRUCTION)

12" MINIMUM DIAMETER RIP RAP ALONG

TOE OF SLOPE (SEE SHEET C4.00)

FLEXAMAT PLUSÒ STEEP

SLOPE STABILIZATION

4.5'

18"x18" ANCHOR TRENCH

C-C

HORIZONTAL SCALE: 1" = 5'

VERTICAL SCALE: 1" = 5'

0+00

3.

3.

0+05

3.

3.

0+10

3.

3.

0+15

1.

1.

0+20

7.

7.

0+25

3.

3.

0+30

1.

1.

0+35

BACK OF

CURB

END OF 10' SLOPE

EASEMENT

EXISTING RIGHT OF WAY/ BEGINNING

OF 10' SLOPE EASEMENT

1.5

7.08'

EDGE OF WATER

1.5'

FLEXAMAT PLUSÒ STEEP

SLOPE STABILIZATION

4.5'

12" MINIMUM DIAMETER RIP RAP

ALONG TOE OF SLOPE (SEE SHEET

C4.00)

18"x18" ANCHOR TRENCH

EXISTING 4" STEEL GAS

LINE (APPROX. DEPTH

& LOCATION; TO BE

CONFIRMED PRIOR TO

CONSTRUCTION)

B-B

HORIZONTAL SCALE: 1" = 5'

VERTICAL SCALE: 1" = 5'

0+00

3.

3.

0+05

3.

3.

0+10

3.

3.

0+15

9.

9.

0+20

5.

5.

0+25

3.

3.

0+30

1.

1.

0+35

BACK OF

CURB

END OF 10' SLOPE

EASEMENT

EXISTING RIGHT OF WAY/ BEGINNING

OF 10' SLOPE EASEMENT

7.38'

1.5

EDGE OF WATER

1.5'

2.74'

FLEXAMAT PLUSÒ STEEP

SLOPE STABILIZATION

12" MINIMUM DIAMETER RIP RAP

ALONG TOE OF SLOPE (SEE SHEET

C4.00)

4.5'

18"x18" ANCHOR TRENCH

EXISTING 4" STEEL

GAS LINE (APPROX.

3.0' DEPTH; TO BE

CONFIRMED PRIOR

TO CONSTRUCTION)

D-D

HORIZONTAL SCALE: 1" = 5'

VERTICAL SCALE: 1" = 5'

0+00

3.

3.

0+05

3.

3.

0+10

2.

2.

0+15

0.

0.

0+20

7.

7.

0+25

3.

3.

0+30 0+35

BACK OF

CURB

END OF 10' SLOPE

EASEMENT

EXISTING RIGHT OF WAY/ BEGINNING

OF 10' SLOPE EASEMENT

1.5

EDGE OF WATER

8.62'

1.5'

FLEXAMAT PLUSÒ STEEP

SLOPE STABILIZATION

12" MINIMUM DIAMETER RIP RAP

ALONG TOE OF SLOPE (SEE SHEET

C4.00)

4.5'

18"x18" ANCHOR TRENCH

EXISTING 4" STEEL GAS

LINE (APPROX. DEPTH

& LOCATION; TO BE

CONFIRMED PRIOR TO

CONSTRUCTION)

R

Knowwhat'sbelow.

Callbefore you dig.

www.Georgia811.com

N/A

21318.00 02/04/2022

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- 8 /1

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:1

A M

AT

P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

2 3 4 5 6 7 8 9 10 11 12 13 14 151

K

J

I

H

G

F

E

D

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

C2.20

PROFILES

EXISTING GRADE

PROPOSED GRADE

LEGEND:

PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

GL

EN

E

RR

OL

RO

AD

N W

(VARIABLE R/W)

LONG ISLAND DRIVE

TEMPORARY CONSTRUCTION

EASEMENT

Sd2-PSd2-P

Co

Ds1 Du

Ds2

SLOPE EASEMENT

X

X X X X X X X

Skd1

COIR LOGS TO BE PLACED

ALONG EDGE OF WATER

COIR LOGS

LO

D

/ TPF

LOD / TPF

LOD / TPF

LOD

LODLODLODLOD

LOD

LO

D

LODLODLODLOD

LO

D

LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

SILT FENCE TYPE S

CONSTRUCTION

ENTRANCE/EXIT

LAT: N33.902293

LONG: W84.396502

EXISTING RIGHT

OF WAY

EXISTING ROAD

STRIPING

GL

EN

E

RR

OL

RO

AD

N W

(VARIABLE R/W)

LONG ISLAND DRIVE

TEMPORARY CONSTRUCTION

EASEMENT

Sd2-PSd2-P

Co

Ds1 Du

Ds2

Ss Ss

SLOPE EASEMENT

X

X X X X X X X

Skd1

COIR LOGS TO BE PLACED

ALONG EDGE OF WATER

COIR LOGS

LO

D

/ TPF

LOD / TPF

LOD / TPF

LOD

LODLODLODLOD

LOD

LO

D

LODLODLODLOD

LO

D

LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

SILT FENCE TYPE S

CONSTRUCTION

ENTRANCE/EXIT

LAT: N33.902293

LONG: W84.396502

EXISTING RIGHT

OF WAY

EXISTING ROAD

STRIPING

GL

EN

E

RR

OL

(VARIABLE R/W)

LONG ISLAND DRIVE

SLOPE EASEMENT

Ds3Ds3

Sb

FLEXAMAT PLUSÒ STEEP SLOPE STABILIZATION

(SEE DETAIL SHEET C4.00)

EXISTING RIGHT

OF WAY

EXISTING ROAD

STRIPING

Sb STREAMBANK STABILIZATION (WITH

PERMANENT VEGETATION)

THE EXISTING SOILS ON SITE CONSIST OF:

CaA - Cartecay-Toccoa complex, 0-2% slopes, occasionally flooded

SOILS INFORMATION

THERE ARE KNOWN STATE WATERS ON THE PROPERTY

THERE ARE IMPAIRED STREAMS WITHIN ONE MILE DOWNSTREAM

AND WITHIN THE SAME WATERSHED AS THE PROJECT SITE

THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE

24 HOUR CONTACT:

CITY OF SANDY

SPRINGS

770-730-5600

Sd1

R

Knowwhat'sbelow.

Callbefore you dig.

www.Georgia811.com

1" = 20'

10 20 40 600

C3.10

EROSION CONTROL

PLANS

Ss

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

DUST CONTROL ON

DISTURBED AREADu

Ds1

ES&PC LEGEND

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)Ds3

VEGETATIVE BEST MANAGEMENT PRACTICES

STRUCTURAL BEST MANAGEMENT PRACTICES

SLOPE STABILIZATION

CURB INLET

SEDIMENT

FILTER

DISTURBED AREA STABILIZATION

(WITH TEMPORARY SEEDING)Ds2

Sd2-P

LIMITS OF DISTURBANCE

SILT FENCEX

LOD

Sd1-S

TRAFFIC CONTROL NOTES:

1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN

ACCORDANCE WITH MUTCD REQUIREMENTS.

2. IF A ROAD CLOSURE IS NECESSARY, CONTRACTOR SHALL

PROVIDE A DETOUR PLAN.

3. DURING CONSTRUCTION, ONE LANE OF ROAD SHALL REMAIN

OPEN AT ALL TIMES UNLESS OTHERWISE APPROVED.

4. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL

NECESSARY BARRICADES WHILE ROADWAY FRONTAGE

IMPROVEMENTS ARE BEING MADE.

EROSION CONTROL NOTES:

1. ALL SILT FENCE AND/OR TREE PROTECTION FENCE SHALL BE

REMOVED FOLLOWING FINAL STABILIZATION.

2. NO EQUIPMENT SHALL BE STAGED OUTSIDE OF ROAD

SHOULDER OR IN RIGHT-OF-WAY WITHOUT THE REQUIRED

TRAFFIC CONTROL MEASURES IN PLACE.

3. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED

CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT

EACH ENTRY TO OR EXIT FROM THE SITE.

4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF

MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE

PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS

DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY

STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS

SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE

ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE

REMOVED.

5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY THE

LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND

ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR

OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT

OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR

WITHIN THE APPROVED LIMITS INDICATED ON THE

APPROVED PLANS.

6. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE

INSTALLATION OF EROSION CONTROL MEASURES

SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND

EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED

UNTIL ALL UP STREAM GROUND WITHIN THE CONSTRUCTION

AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT

VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN

PAVED.

7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION

CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION

BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES

ARE CORRECTED BACK TO CITY OF SANDY SPRINGS

STANDARDS.

8. A COPY OF THE APPROVED LAND DISTURBANCE PLAN &

PERMIT SHALL BE PRESENT ON THE SITE WHENEVER LAND

DISTURBANCE ACTIVITY IS IN PROGRESS.

9. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED

AND GRASSED TO CONTROL EROSION.

LIMITS OF DISTURBANCE /

TREE PROTECTION FENCELOD / TPF

TOTAL DISTURBED AREA: 0.23 ACRES

21318.00 02/04/2022

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P: (770) 451-2741

350 RESEARCH COURT STE 200

PEACHTREE CORNERS, GA 30092

F: (770) 451-3915

WWW.PEC.PLUS

Planners & Engineers Collaborative+

LAND PLANNING

SURVEYING & CONSTRUCTION

CIVIL ENGINEERING

ARBORISTS

LANDSCAPE ARCHITECTURE

WATER RESOURCES+ +

2 3 4 5 6 7 8 9 10 11 12 13 14 151

K

J

I

H

G

F

E

D

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 151

SCALE:

DATE:

PROJECT:

DESCRIPTIONNO. BYDATE

GEORGIA WEST ZONE

GRID NORTH

SHEET

REVISIONS

c Th is d ra w in g is th e pr op er ty o f P la nn er s an d En gi ne er s

C ol la bo ra tiv e an d is n ot to b e co pi ed in w ho le o r i n pa rt.

It is n ot to b e us ed o n an y ot he r p ro je ct a nd is to b e re tu rn ed u po n re qu nn er s an d En gi ne er s

C ol la bo ra tiv e.

FOR

PROJECT

CITY COMMENTS1 CT05-06-22

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

P: (770) 730-5600

LONG ISLAND DRIVE

STREAMBANK

STABILIZATION

WR#21-030596

5375 LONG ISLAND DRIVE

SANDY SPRINGS, GA 30327

CITY COMMENTS2 CT05-24-22

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION # 0000067548 EXP. 12/21/2024

THIS SEAL IS ONLY VALID IF COUNTER SIGNED

AND DATED WITH AN ORIGINAL SIGNATURE.

7/29/2022

CITY COMMENTS3 CT05-27-22

CITY COMMENTS4 CT06-16-22

CITY COMMENTS5 CT07-29-22

INITIAL EROSION & SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

FINAL EROSION & SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

COIR LOG

C4.00

C4.00

PERMITTED

09/22/2022

BUILDING PERMIT

SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT

THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO

CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO

COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS

DEFINITION

The establishment of temporary vegetative cover with fast growing seedings for seasonal protection on disturbed or denuded areas.

CONDITIONS

Temporary grassing, instead of mulch, can be applied to rough graded areas that will be exposed for less than six months. Temporary vegetative measures should be coordinated with permanent measures to assure economical and effective stabilization. Most types of temporary vegetation are ideal to use as companion crops until the permanent vegetation is established.

SEEDING RATES FOR

TEMPORARY SEEDING

* Unusual site conditions may require heavier seeding rates.

** Seeding dates may need to be altered to fit temperature variations and conditions.

SPECIFICATIONS

GRADING AND SHAPING

Excessive water run-off shall be reduced by properly designed and installed erosion control practices such as closed drains, ditches, dikes, diversions, sediment barriers and others.

SEEDBED PREPARATION

When a hydraulic seeder is used, seedbed preparation is not required. When using conventional or handseeding, seedbed preparation is not required if the soil material is loose and not sealed by rainfall.

When soil has been sealed by rainfall or consists of smooth cut slopes, the soil shall be pitted, trenched or otherwise scarified to provide a place for seed to lodge and germinate.

LIME AND FERTILIZER

Agricultural lime is required unless soil tests indicate otherwise. Apply agricultural lime at a rate of one ton per acre. Graded areas require lime application. Soils can be tested to determine if fertilizer is needed. On reasonably fertile soils or soil material, fertilizer is not required. For soils with very low fertility, 500 to 700 pounds of 10-10-10 fertilizer or the equivalent per acre (12-16 lbs./1,000 sq. ft.)

shall be applied. Fertilizer should be applied before land preparation and incorporated with a disk, ripper or chisel.

SEEDING

Select a grass or grass-legume mixture suitable to the area and season of the year. Seed shall be applied uniformly by hand, cyclone seeder, drill, cultipacker seeder, or hydraulic seeder (slurry including seed and fertilizer). Drill or cultipacker seeders should normally place seed one-quarter to one-half inch deep. Appropriate depth of planting is ten times the seed diameter. Soil should be "raked" lightly to cover seed with soil if seeded by hand.

MULCHING

Temporary vegetation can, in most places, be established without the use of mulch. Mulch without seeding should be considered for short term protection.

Refer to Ds1 - Disturbed Area Stabilization (With Mulching Only).

IRRIGATION

During times of drought, water shall be applied at a rate not causing runoff and erosion. The soil shall be thoroughly wetted to a depth that will ensure germination of the seed. Subsequent applications should be made when needed.

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY SEEDING)

SPECIES

RATE Per 1,000 sq.ft.

RATE Per Acre*

PLANTING

DATES**

Rye 3.9 pounds 3 bu. 9/15-11/30

Ryegrass 0.9 pounds 40 lbs. 9/1-12/15

Annual Lespedeza

0.9 pounds 40 lbs. 3/1-3/31

Weeping Lovegrass

0.1 pounds 4 lbs. 4/1-5/31

Sudangrass 1.4 pounds 60 lbs. 5/1-7/31

Browntop Millet

0.9 pounds 40 lbs. 4/15-6/30

Wheat 4.1 pounds 3bu. 10/1-12/15

DEFINITION

The planting of perennial vegetation such as trees, shrubs, vines, grasses, or legumes on exposed areas for final permanent stabilization. Permanent perennial vegetation shall be used to achieve final stabilization.

CONDITIONS

Permanent perennial vegetation is used to provide a protective cover for exposed areas including cuts, fills, dams, and other denuded areas.

SPECIFICATIONS

GRADING AND SHAPING

Grading and shaping may not be required where hydraulic seeding and fertilizing equipment is to be used. Vertical banks shall be sloped to enable plant establishment.

When conventional seeding and fertilizing are to be done, grade and shape where feasible and practical, so that equipment can be used safely and efficiently during seedbed preparation, seeding, mulching and maintenance of the vegetation.

Concentrations of water that will cause excessive soil erosion shall be diverted to a safe outlet. Diversions and other treatment practices shall conform with the appropriate standards and specifications.

LIME APPLICATION RATES

Agricultural lime is required at the rate of one to two tons per acre unless soil tests indicate otherwise. Graded areas require lime application. If lime is applied within six months of planting permanent perennial vegetation, additional lime is not required. Agricultural lime shall be within the specifications of the Georgia Department of Agriculture.

SEEDBED PREPARATION

Seedbed preparation may not be required where hydraulic seeding and fertilizing equipment is to be used. When conventional seeding is to be used, seedbed preparation will be done as follows:

I. Broadcast plantings

1. Tillage at a minimum, shall adequately loosen the soil to a depth of 4 to 6 inches; alleviate compaction; incorporate lime and fertilizer; smooth and firm the anchoring of soil; allow for the proper placement of seed, sprigs, or plants; and allow for the anchoring of straw or hay mulch if a disk is to be used.

2. Tillage may be done with any suitable equipment.

3. Tillage should be done on the contour where feasible.

4. On slopes too steep for the safe operations of tillage equipment, the soil surface shall be pitter or trenched across the slope with appropriate hand tools to provide two places 6 to 8 inches apart in which seed may lodge and germinate. Hydraulic seeding may also be used.

II. Individual Plants

1. Where individual plants are to be set, the soil shall be prepared by excavating holes, opening furrows, or dibble planting.

2. For nursery stock plants, holes shall be large enough to accommodate roots without crowding.

3. Where pine seedlings are to be planted, subsoil under the row 36 inches deep on the contour four to six months prior to planting. Subsoiling should be done when the soil is dry, preferably in August or September

PLANTING

I. Hydraulic Seeding

Mix the seed (innoculated if needed), fertilizer, and wood cellulose or wood pulp fiber mulch with water and apply in a slurry uniformly over the area to be treated.

Apply within one hour after the mixture is made.

II. Conventional Seeding

Seeding will be done on a freshly prepared and firmed seedbed. For broadcast planting, use a cultipacker seeder, drill, rotary seeder, other mechanical seeder, or hand seeding to distribute the seed uniformly over the area to be treated.

Cover the seed lightly with 1/8 to 1/4 inch of soil for small seed and 1/2 to 1 inch for large seed when using a…