PW23_00007_3000 RIVER EXCHANGE DR_APPROVED PL.pdf

MILES

DATE

PLANS COMPLETED - -

REVISIONS

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

LOCATION SKETCH (N.T.S.)

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

01-

BY:

PLANS PREPARED

OF GEORGIA CURRENT EDITION AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION.

ALL WORK TO BE DONE IN ACCORDANCE WITH STANDARD SPECIFICATIONS OF THE DEPARTMENT OF TRANSPORTATION

NOTE:

CITY MANAGER: EDEN FREEMAN

CITY COUNCIL DISTRICT 6: ANDY BAUMAN

CITY COUNCIL DISTRICT 5: TIBBY DEJULIO

CITY COUNCIL DISTRICT 4: JODY REICHEL

CITY COUNCIL DISTRICT 3: MELISSA MULAR

CITY COUNCIL DISTRICT 2: MELODY KELLEY

CITY COUNCIL DISTRICT 1: JOHN PAULSON

MAYOR: RUSTY PAUL

CITY OF SANDY SPRINGS

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

MARTY MARTIN, PUBLIC WORKS DIRECTOR

COUNTY No. 121

S2188

Project No.

0.00

0.09

0.00

0.09

0.09

LOCATION

PROJECT

STA. 3+83.31

END CONSTRUCTION

STA. 0+12.71

BEGIN CONSTRUCTION

E: 2267088.5516

N: 1443123.0764

STA. 4+80.00

END PROJECT

PLAN OF PROPOSED

S P

A L D

IN

G

D R

IV

E

PROJECT NO. S2188

DESIGNED IN ENGLISH UNITS

E: 2267119.6466

N: 1442890.7335

STA. 2+40.00

PROJECT MIDPOINT

RI

VE

R

EXCHANGE

DRI

VE

REVIR

E

EHCOO

H A

T

TA

HC

RI

C

S

E N

R O

E

R T

H

C A

E P

RD GNIDLAPS

L

P A

H

S

E T

NI

W

DRIVE

EXCHANGE

RIVER

S2188

LOCAL

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 7 .

FULTON COUNTY AND IS

THIS PROJECT IS 100% IN

E. 2267245.2500

N. 1442686.2300

STA. 0+00.00

BEGIN PROJECT

SEGMENT 4 - RIVER EXCHANGE DRIVE

SIDEWALK GAP FILLS

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

12/28/2023

Joe.Zerkus

GPLOT-V8

gplotborder-V8i-PO.tbl

201926804_1-0001.dgn

GRWCOV

CONCOV

P.I. No.

DRAWING No.

GA License # PEF003715, LSF000935

P: 678.795.3600 www.NV5.com

ALPHARETTA, GA 30009

10745 WESTSIDE WAY, SUITE 300

NV5 ENGINEERS & CONSULTANTS, INC.

50 100 200

SCALE IN FEET

F U

L T

O N

C

O U

N T

Y

G W

IN

N E T T

C

O U

N T

Y

F U

L T

O N

C

O U

N T

Y

G W

IN

N E T T

C

O U

N T

Y

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

Nataling Adkisson

PW23-00007R3

DESCRIPTIONDESCRIPTION

INDEX

02-0001

DRAWING NO. DRAWING NO.

01-0001 COVER

02-0001 INDEX

TYPICAL SECTIONS

CONSTRUCTION PLAN

TREE PLAN

UTILITY PLAN

9032B CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIAN (07/2022)

9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS (03/2006)

D-24C

D-54

TEMPORARY SILT FENCE (SHEET 1 OF 4) (9/2022)

TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) (09/2022)

SOD INSTALLATION (04/2016)

24-0001

13T-0001

13-0001

D-24A

BMP LOCATION DETAILS

09-0001

04-0001 TO 04-0004

DETAILED ESTIMATE

GENERAL NOTES

9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY (03/2006)

05-0001

54-0001 TO 54-0002

52-0001 TO 52-0007

03-0001 REVISION SUMMARY

EROSION CONTROL LEGEND UNIFORM CODE SHEETS

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

GEORGIA STANDARDS

EROSION CONTROL DETAILS

Sd2-P CURB INLET FILTER *PIGS IN BLANKET*

38-0001 SPECIAL CONSTRUCTION DETAIL - HANDRAIL DETAIL

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

gplotborder-V8i-PO.tbl

201926804_2-0001.dgn

12:31:11 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

S2188

SIDEWALK GAP FILLS

SEGMENT 4 - RIVER EXCHANGE DRIVE

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

REVISION

REVISION SUMMARY

03-0001

DRAWING NO.DATE DATE DRAWING NO. REVISION

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_3-0001.dgn

12:31:12 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

SEGMENT 4 - RIVER EXCHANGE DRIVE

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

GENERAL NOTES

04-0001

GENERAL NOTES

THE CITY. ALL DEBRIS AND WASTE FROM THE PROJECT WILL BE DISPOSED OF PROPERLY BY THE CONTRACTOR.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL BORROW/WASTE PITS NEEDED FOR THE PROJECT AT NO ADDITIONAL COST TO

PROJECT SPECIFIC NOTES

SIDEWALK CONSTRUCTION NOTES

ON STRAIGHT RUNS PROVIDE EXPANSION JOINTS EVERY 24 FEET.

1. USE 3/8" X 4" EXPANSION JOINTS AT CHANGE OF DIRECTIONS, CURBS, RIGID STRUCTURES AND RIGID PAVEMENT.

2. TOOL ALL EXPOSED EDGES AND JOINTS TO 1/4" RADIUS

3. BROOM FINISH PERPENDICULAR TO TRAVEL.

4. PROVIDE 3/4" DEEP SAW CUT CONTRACTION JOINTS EVERY 5’-0".

IN ADVANCE WITH THE IMPACTED UTILITY.

CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROJECT. ANY INTERRUPTION IN SERVICE WILL BE COORDINATED AT LEAST 48-HOURS

RESPONSIBLE FOR MARKING AND LOCATING EXISTING UTILITIES AS WELL AS ANY DAMAGE OR INTERRUPTION IN SERVICE DUE TO

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE UTILITY COMPANIES IMPACTED BY THE PROJECT CONTRACTOR IS

3. SIDEWALK LOCATION SHALL BE BASED OFF CENTERLINE ALIGNMENT, EXCEPT IN AREAS WHERE EXISTING CURB AND GUTTER IS PRESENT.

THE PROPOSED SIDEWALK. THE COST OF THIS WORK TO BE INCLUDED IN THE PAY ITEM NO. "210-0100 - GRADING COMPLETE - LUMP SUM."

4. TRIM ALL TREE LIMBS TO PROVIDE AN 8’ VERTICAL CLEARANCE ABOVE THE PROPOSED SIDEWALK AND 2’ HORIZONTAL CLEARANCE BEHIND

5. ALL ADA DETECTABLE WARNING PADS TO BE BRICK RED AND CAST IN PLACE.

THE NEW SIDEWALK AND/OR CURB AND GUTTER.

6. CONTRACTOR TO RESTRIPE 5" EDGE LINE IN AREAS WHERE THE EXISTING STRIPING IS IMPACTED BY THE CONSTRUCTION OF

7. ALL CONCRETE SIDEWALKS AND WHEELCHAIR RAMPS LOCATED IN RADIUS RETURNS SHALL BE 8" THICKNESS

CONTACTSERVICEUTILITY OWNER

GAS

TELECOMMUNICATIONAT&T-DISTRIBUTION

ATLANTA GAS LIGHT

PRIOR TO INTENDED BEGINNING AND MUST BE APPROVED PRIOR TO COMMENCEMENT.

FROM THE SANDY SPRINGS TRAFFIC ENGINEER. ALL PROPOSED PLANS FOR CLOSURES AND ENCROACHMENTS SHALL BE SUBMITTED AT LEAST TWO WEEKS

12. NO CLOSURES OF OR ENCROACHMENTS INTO THE PEDESTRIAN, BICYCLE, OR VEHICULAR TRAVEL AREAS SHALL BE DONE WITHOUT PRIOR APPROVAL

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

DOCUMENTS.

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY DIFFERENCES NOTED BETWEEN FIELD CONDITIONS AND WHAT IS DEPICTED ON THE CONSTRUCTION

10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE AS-BUILT STATUS OF DOWNSTREAM DRAINAGE IMPROVEMENTS PRIOR TO BEGINNING

POLICY FOR REQUIREMENTS.

9. A CITY OF SANDY SPRINGS UTILITY PERMIT IS REQUIRED FOR ANY CONSTRUCTION WITHIN THE ROW. REFER TO THE CITY’S UTILITY PERMIT

8. CONTACT THE SANDY SPRINGS TRAFFIC ENGINEER (770-730-5600) ONE WEEK PRIOR TO COMMENCEMENT OF ANY STRIPING WORK.

7. ALL FINAL SIGNAGE MUST BE INSTALLED CONCURRENTLY WITH THE PERFORMANCE OF THE STRIPING WORK.

6. WHEN NECESSARY, EXISTING STRIPING SHALL BE REMOVED BY HYDROBLASTING, UNLESS SPECIFIED BY THE SANDY SPRINGS TRAFFIC ENGINEER.

5. STRIPING (WHITE AND YELLOW) AND ARROW MARKINGS SHALL BE APPLIED USING GDOT STANDARDS FOR THERMOPLASTIC STRIPING.

4. ALL SIGNS SHALL CONFORM TO THE MUTCD STANDARDS AND SANDY SPRINGS STANDARDS FOR COLOR, SIZE, REFLECTIVITY, HEIGHT, AND PLACEMENT.

ON CITY ROADS AND SHALL REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL SIGNING AND STRIPING WORK.

3. TEMPORARY TRAFFIC CONTROL AND WARNING DEVICES SHALL BE PLACED PRIOR THE COMMENCEMENT OF ANY ROAD IMPROVEMENT WORK

CHANGE BY THE SANDY SPRINGS TRAFFIC ENGINEER.

2. ALL TRAFFIC CONTROL AND WARNING DEVICES MUST BE SHOWN AND PLACED PER MUTCD. THE TRAFFIC CONTROL PLAN IS SUBJECT TO

DRIVEWAY OR TO THE REQUIRED RIGHT OF WAY LINE, WHICHEVER IS FARTHEST AWAY FROM THE CENTERLINE.

1. DRIVEWAYS WILL BE PAVED FROM THE OUTSIDE EDGE OF THE TRAVEL LANE TO THE TIE-IN POINT OF THE EXISTING

TELECOMMUNICATIONAT&T-TRANSMISSION

COMCAST FULTON TELECOMMUNICATION

TELECOMMUNICATIONCOMCAST GWINNETT

GWINNETT COUNTY WATER WATER

SEWERFULTON COUNTY SEWER

SEWERGWINNETT COUNTY SEWER

ELECTRIC

ELECTRIC

ELECTRIC

GEORGIA POWER COMPANY DISTRIBUTION

GEORGIA POWER COMPANY TRANSMISSION

GEORGIA POWER COMPANY LIGHTING

GWINNETT COUNTY TRAFFIC TRAFFIC

GREGORY DIGGS gd7890@att.com sdegrave@sdt-1.comSTEVEN DEGRAVE

CHARLES ROSS charles_ross@comcast.com

KEVIN PHILLIPS Kevin.Phillips@fultoncountyga.gov

LAMONTE WASLIEN lwaslien@southernco.com

MELISSA WHEELER BLACK MSWHEELE@southernco.com

RANDALL BROWN GREBROWN@SOUTHERNCO.COM

GINNY MAULDIN-KINNEY vmauldin@southernco.com

EMAIL

AT&T TELEPORT TELECOMMUNICATION CLIFFTON PURCELL cp6531@att.com

GA 30092

3000 RIVER EXCHANGE DRIVE

REVISION DATES

Joe.Zerkus

GPLOT-V8

201926804_4-0001.dgn

Design File and Plot Substitution information

12:31:13 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

SEGMENT 4 - RIVER EXCHANGE DRIVE

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

NOTES:

04-

1. ALL UTILITIES RELOCATED OR NEWLY INSTALLED SHALL BE IN ACCORDANCE WITH THE UTILITY MANUAL, CURRENT EDITION.

2. ALL UNDERGROUND UTILITIES ARE TO BE LOCATED BY THE UTILITY OWNER OR A "LOCATES" FIRM PRIOR TO EARTH DISTURBING ACTIVITIES.

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

TEMPORARY

EXISTING PROPOSEDPROPOSED TYPE OF UTILITY

UTILITY LINECODES

TO BE REMOVEDEXISTING

UTILITY SYMBOLS

TEMPORARYPROPOSEDEXISTING

ELECTRIC

GUY WIRE

ELECTRIC/CABLE TV

CABLE TV

ELECTRIC/TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

##"W

GAS TEST STATION

##"W

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##"W

ELECTRIC

TELECOMMUNICATIONS

CABLE TV

WATER

WATER FOR LABELED PIPE SIZES

NON-POTABLE WATER

NON-POTABLE WATER FOR LABELED PIPE SIZES

STEAM

STEAM FOR LABELED PIPE SIZES

SANITARY SEWER WITH FLOW DIRECTION

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION

GAS

GAS FOR LABELED PIPE SIZES

PETROLEUM

PETROLEUM FOR LABELED PIPE SIZES

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

12:31:14 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

U

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A

SEGMENT 4 - RIVER EXCHANGE DRIVE

TELECOMMUNICATIONS/CABLE TV

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

GA 30092

3000 RIVER EXCHANGE DRIVE

04-0004

SEGMENT 4 - RIVER EXCHANGE DRIVE

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

12:31:15 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

EROSION CONTROL NOTES

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

GENERAL NOTES

04-0002

AS-BUILT COORDINATES (GEORGIA STATE PLANE - WEST ZONE)

TO FINAL SITE INSPECTION APPROVAL. AS-BUILT DRAWING MUST INCLUDE THIS CERTIFICATION, BMP DIMENSIONS (LENGTH, WIDTH, AND DEPTH) AND

ALL STORMWATER RUNOFF REDUCTION AND WATER QUALITY BMPs WILL REQUIRE INSPECTION AND CERTIFICATION BY THE DESIGN PROFESSIONAL PRIOR17.

PRIOR TO ANY LAND DISTURBANCE. (THE CUT-OFF TIME FOR NEXT-DAY INSPECTION IS 2PM)

16. CONTACT THE DEPARTMENT OF COMMUNITY DEVELOPMENT THROUGH THE PORTAL TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE SITE INSPECTOR

THIS SITE PLAN BY (HIMSELF/HERSELF) OR (HIS/HER) AUTHORIZED AGENT UNDER (HIS/HER) SUPERVISION.

15. THE DESIGN PROFESSION WHOSE SIGNED AND DATED SEAL APPEAR HEREON, AFFIRMS THAT THE SITE WAS VISITED PRIOR TO THE PREPARATION OF

14. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAT 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

THE SEDIMENT SOURCE.

PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT

13. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

12. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCE AND PERMITS.

11. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50- FOOT UNDISTRIBUTED BUFFERS AS MEASURED FROM THE POINT OF

10. TOPOGRAPHY IS BASED ON FIELD RUN DATA BY SEI ON MARCH 24, 2023.

A CERTIFICATE OF COMPLETION.

BUILDINGS, DECKS,AND POOL, UTILITY, EASEMENTS, PERTINENT SITE DEVELOPMENT PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY OR

9. AN AS-BUILT DRAWING, CONTAINING BOUNDARY SURVEY, SITE IMPROVEMENTS, TOP AND BOTTOM OF WALLS, FINISHED FLOOR ELEVATIONS OF

PROGRESS ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION. .

8. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN

THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED BACK TO CITY OF SANDY SPRINGS STANDARDS.

7. FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON

COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED.

DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UP STREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN

THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT

6. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.

5. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD.

MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO OTHER CONSTRUCTION..

4. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER

WITHIN THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR

3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED

MUST BE REMOVED.

TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN

THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS, DEMAND, AND REPAIR AND/ OR CLEANOUT OF ANY STRUCTURES USED

2. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT-OF-WAY.

1. PRIOR TO ANY CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE.

SEGMENT 4 - RIVER EXCHANGE DRIVE

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

12:31:19 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

TYPICAL SECTIONS

05-0001

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

STA 0+12.71 TO STA 2+05.00

TYPICAL SECTION 1

STA 3+28.92 TO STA 3+83.31

STA 2+05.00 TO STA 3+06.77

TYPICAL SECTION 2

Joe.Zerkus

GPLOT-V8

201926804_5-0001.dgn

12:31:22 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SEGMENT 4 - RIVER EXCHANGE DRIVE

SIDEWALK GAP FILLS

SOD

SOD

2%

CL

2:1 MAX

Existing Pavement

SIDEWALK

4" CONC.

A

1’-0"

5’-0"

A

A

A

10’-0"

SIDEWALK

16’-0"

SHOULDER

FROM STA. 0+12.71 TO STA. 0+25.02

SIDEWALK WIDTH VARIES 6’-0" TO 8’-0"

2%

CL

2:1 MAX

Existing Pavement

SIDEWALK

4" CONC.

A

5’-0"

A

A

A

10’-0"

SIDEWALK

15’-6"

SHOULDER

A

A

FROM STA. 3+31.32 TO STA. 3+83.31

LANDSCAPE STRIP WIDTH IS 2’-0"

FROM STA. 0+25.02 TO STA. 1+00.50

SIDEWALK WIDTH IS 8’-0"

FROM STA. 0+12.71 TO STA. 0+89.89

LANDSCAPE STRIP IS 2’-0"

2%

FROM STA. 2+64.04 TO STA. 2+87.29

SIDEWALK WIDTH VARIES 10’-0" TO 7’-0"

FROM STA. 2+87.29 TO STA. 2+95.00

SIDEWALK WIDTH VARIES 8’-0" TO 6’-0"

FROM STA. 0+89.89 TO STA. 1+00.50

LANDSCAPE STRIP WIDTH VARIES 2’-0" TO 5’-0"

FROM STA. 1+00.50 TO STA. 1+07.83

SIDEWALK WIDTH VARIES 8’-0" TO 10’-0"

FROM STA. 2+95.00 TO STA. 3+06.77

SIDEWALK WIDTH IS 6’-0"

FROM STA. 2+64.04 TO STA. 2+87.29

LANDSCAPE STRIP WIDTH VARIES 5’-0" TO 1’-0"

FROM STA. 2+87.29 TO STA. 3+06.77

LANDSCAPE STRIP WIDTH IS 0’-0"FROM STA. 1+50.00 TO STA. 1+82.00

LANDSCAPE STRIP CROSS SLOPE VARIES 2% TO 16.67%

FROM STA. 3+63.40 TO STA. 3+83.31

SIDEWALK WIDTH VARIES 6’-0" TO 3’-8"

HEADER CURB

GDOT TYPE 4

2%

SIDEWALK

4" CONC.

1’-6"

9031R

GA STANDARD

HANDRAIL

FOOTING

CONCRETE

IN A 6" x 12"

SET POSTS 9" DEEP

2% MIN

2:

MAX

2:

MAX

2:1 MAX

HEADER CURB

GDOT TYPE 2

2% MIN 2%

SIDEWALK

4" CONC.

FROM STA. 2+58.00 TO STA. 2+90.00

LANDSCAPE STRIP CROSS SLOPE VARIES 16.67% TO 2%

FROM STA. 1+82.00 TO STA. 2+05.00

LANDSCAPE STRIP CROSS SLOPE IS 16.67%

FROM STA. 2+05.00 TO STA. 2+58.00

LANDSCAPE STRIP CROSS SLOPE IS 16.67%

2%

FROM STA. 2+64.04 TO STA. 2+95.00

SHOULDER WIDTH VARIES FROM 15’-6" TO 6’-6"

FROM STA. 2+95.00 TO STA. 3+06.77

SHOULDER WIDTH IS 6’-6"

FROM STA. 3+31.32 TO STA. 3+63.40

SHOULDER WIDTH IS 8’-6"

FROM STA. 3+63.40 TO STA. 3+83.31

SHOULDER WIDTH VARIES FROM 8’-6" TO 6’-2"

FROM STA. 0+12.71 TO STA. 0+25.02

SHOULDER WIDTH VARIES FROM 9’-0" TO 11’-0"

FROM STA. 0+89.89 TO STA. 1+07.83

SHOULDER WIDTH VARIES FROM 11’-0" TO 16’-0"

B

B

B

C

C

D

D

D

D

B

B

C

C

D

D

D

C

B

D D

B

C

E

FROM STA. 0+25.02 TO STA. 0+89.89

SHOULDER WIDTH VARIES FROM 11’-0" TO 11’-6"

FROM STA. 0+40.00 TO STA. 0+89.89

SHOULDER WIDTH VARIES FROM 1’-0" TO 1’-6"D

FROM STA. 3+31.32 TO STA. 3+63.40

SIDEWALK WIDTH IS 6’-0"

TO 0+85.00

STA. 0+45.00

SHOULDER DETAIL

TO 3+06.77

STA. 2+95.07

SHOULDER DETAIL

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

DESCRIPTION UNIT

QUANTITY

09-0001

DETAILED ESTIMATE

DETAILED ESTIMATE

001-5000 Utility Contingency - As Directed By Engineer LS 1

150-1000

163-0240

165-0010

171-0010

210-0100

441-0104

515-2020

441-0108

441-5002

610-6515

611-5551

643-8200

700-7000

700-8000

700-8100

700-9300

999-0001 Miscellaneous Construction Contingency As Directed By Engineer

Sod

Fertilizer Nitrogen Content

Fertilizer Mixed Grade

Agricultural Lime

Barrier Fence (Orange), 4 FT

Reset Sign

Remove Highway Sign, Standard

Conc Sidewalk, 8 IN

Conc Sidewalk, 4 IN

Grading Complete

Temporary Silt Fence, Type A

Maintenance of Temporary Silt Fence, TP A

Mulch

Traffic Control - Project LS

TN

LF

LS

LF

LF

SY

SY

LF

EA

EA

LF

TN

TN

LB

SY

LS 1

ITEM

PAY

441-5004 LF

Conc Header Curb, 10 IN, TP 4

Conc Header Curb, 6 IN, TP 2

Decorative Handrail

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_9-0001.dgn

12:31:23 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

SEGMENT 4 - RIVER EXCHANGE DRIVE

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

13-0001

CONSTRUCTION PLAN

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_13-0001.dgn

12:31:31 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

C F

PL

SIDEWALK GAP FILLS

SEGMENT 4 - RIVER EXCHANGE DRIVE

E X

IS

T

R

W

E X

IS

T

R

W

EXI

ST

R/ W

EXI

ST

R/ W

G W

IN

N E T T

C

O U

N T

Y

F U

L T

O N

C

O U

N T

Y

SI

DE

WAL

K

6’ SI

DEWALK

5’

8’ S

ID

EWAL

K

SIGN

DO NOT DISTURB

2’

RI

VE

R

EX

CHANGE

D

R

S P A L D I N G

D R

DRIVEWAY APRON

DO NOT DISTURB EXISTING

EXISTING SIGNAL POLE

DO NOT DISTURB

5’

2’

FIRE HYDRANT

DO NOT DISTURB

STA. 0+45.00, 39.77’ LT

BEGIN HANDRAIL

STA. 2+05.00, 29.69’ LT

SEE GDOT STD. 9032B

BEGIN GDOT TYPE 4 HEADER CURB

STA. 2+95.00, 20.97’ LT

SEE GDOT STD. 9032B

BEGIN GDOT TYPE 2 HEADER CURB

END GDOT TYPE 4 HEADER CURB

STA. 3+06.97, 21.47’ LT

SEE GDOT STD.9032B

END GDOT TYPE 2 HEADER CURB

STA. 3+28.92, 23.62’ LT

SEE GDOT STD. 9032B

BEGIN GDOT TYPE 4 HEADER CURB

STA. 3+83.34, 21.26’ LT

SEE GDOT STD.9032B

END GDOT TYPE 4 HEADER CURB

STA. 0+12.71

BEGIN CONSTRUCTION

STA. 3+31.32, 17.01’ LT

TIE TO EXISTING DRIVEWAY APRON

BEGIN 6’ SIDEWALK

STA. 0+85.00, 39.66’ LT

END HANDRAIL

STA. 3+83.31

END CONSTRUCTION

E. 2267245.2500

N. 1442686.2300

STA. 0+00

BEGIN PROJECT

E: 2267082.7383

N: 1443093.6563

STA. 4+50.00

END PROJECT

D.S.= 0

E= 27.69

R= 320.00

L= 257.14

T= 135.97

E= 2267055.4622

N= 1442994.3428

PI Sta= 3+61.87

Curve# 1

Cur ve#

19.44’ LT

STA. 2+64.04

BEGIN SIDEWALK TAPER

END 10’ SIDEWALK

STA. 3+06.77, 14.95’ LT

TIE TO EXISTING DRIVEWAY APRON

END 6’ SIDEWALK

STA. 3+83.31, 16.76’ LT

TIE TO EXISTING

END SIDEWALK TAPER

15.40’ LT

STA. 2+87.29

8’ SIDEWALK

SIDEWALK TAPER

14.46’ LT

STA. 2+95.00

BEGIN 6’ SIDEWALK

END SIDEWALK TAPER

16.64’ LT

STA. 3+63.40

BEGIN SIDEWALK TAPER

END 6’ SIDEWALK

REMOVED BY OTHERS

W20-1 SIGN TO BE

2’ 5’

5’

P

P T

P I

R=21.06’

30.42’ LT

STA. 1+00.50

BEGIN SIDEWALK TAPER

END 8’ SIDEWALK

38.54’ LT

STA. 1+07.83

END SIDEWALK TAPER

BEGIN 10’ SIDEWALK

STA. 0+12.71, 36.06’ LT

TIE TO EXISTING

BEGIN SIDEWALK

38.95’ LT

STA. 0+25.02

BEGIN 8’ SIDEWALK

END SIDEWALK TAPER

STA. 0+15.89, 41.08’ LT

TIE TO EXISTING

BEGIN SIDEWALK TAPER

STA 2+73

W3-3 SIGN

REMOVE AND RESET

D.B. 59288, PG. 17

PID: 06 0313 LL0364

CITY OF SANDY SPRINGS

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

13T-0001

CONSTRUCTION PLAN

HARDWOOD-12"

HARDWOOD-18"

HARDWOOD-12"

HARDWOOD-24"

HARDWOOD-8"

HARDWOOD-12"

HARDWOOD-30"

HARDWOOD-24"

HARDWOOD-18"

HARDWOOD-12"

HARDWOOD-6"

HARDWOOD-6"

HARDWOOD-6"

HARDWOOD-6"

HARDWOOD-12"

HARDWOOD-6"

HARDWOOD-6"

HARDWOOD-8"

PINE-8"

HARDWOOD-8"

HARDWOOD-8"

HARDWOOD-8"

HARDWOOD-30"

HARDWOOD-18"

HARDWOOD-20"

HARDWOOD-28"

HARDWOOD-8"

PINE-6"

PINE-6"

TREE TO BE REMOVED

CRZ TO BE PROTECTED BY ORANGE BARRIER FENCE

LIMIT OF CRZ

ZONE (CRZ) ENCROACHMENT INTO DISTURBED AREA

TREE HAS GREATER THAN 25% OF THE CRITICAL ROOT1

LEGEND

HARDWOOD-12"

HARDWOOD-12"

HARDWOOD-15"

DISTURBED

CRZ 26%

SEE NOTE 1

HARDWOOD-6"

HARDWOOD-8"

HARDWOOD-6"

HARDWOOD-8"

HARDWOOD-8"

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

HARDWOOD-24"

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_13T-0001.dgn

12:31:39 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

C F

PL

SIDEWALK GAP FILLS

SEGMENT 4 - RIVER EXCHANGE DRIVE

E X

IS

T

R

W

E X

IS

T

R

W

EXI

ST

R/ W

EXI

ST

R/ W

G W

IN

N E T T

C

O U

N T

Y

F U

L T

O N

C

O U

N T

Y

RI

VE

R

EX

CHANGE

D

R

S P A L D I N G

D R

D.B. 59288, PG. 17

PID: 06 0313 LL0364

CITY OF SANDY SPRINGS

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

UTILITY PLANS

24-0001

GA 30092

SANDY SPRINGS

3000 RIVER EXCHANGE DRIVE

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

REVISION DATES

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_24-0001.dgn

12:31:54 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

S2188

SIDEWALK GAP FILLS

SEGMENT 4 - RIVER EXCHANGE DRIVE

G W

IN

N E T T

C

O U

N T

Y

F U

L T

O N

C

O U

N T

Y

A G L

" P

L S

A G L

" S

T L

AL-

34N

2L6 -02

4F

AL-

34N

2L6 -02

4DUCT

-1

DUC

T-

DUC

T-

MH SD12

MH RED1

8" D

IP

SIGN

DO NOT DISTURB

RI

VE

R

EX

CHANGE

D

R

S P A L D I N G

D R

DRIVEWAY APRON

DO NOT DISTURB EXISTING

EXISTING SIGNAL POLE

DO NOT DISTURB

FIRE HYDRANT

DO NOT DISTURB

E. 2267245.2500

N. 1442686.2300

STA. 0+00

BEGIN PROJECT

E: 2267082.7383

N: 1443093.6563

STA. 4+50.00

END PROJECT

REMOVED BY OTHERS

W20-1 SIGN TO BE

STA 2+73

W3-3 SIGN

REMOVE AND RESET

CONS

T.

E

SMT

CONS

T.

E

SMT

RE

Q’

D R/

W

RE

Q’

D R/

W

D.B. 59288, PG. 17

PID: 06 0313 LL0364

CITY OF SANDY SPRINGS

GRADE

VALVE TO

ADJUST WATER

A

P

D I P

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

SPECIAL CONSTRUCTION DETAIL

38-

N.T.S.

FOR APPROVAL BY THE ENGINEER.

C. AN EQUIVALENT PRODUCT MAY BE SUBMITTED

OF THE CITY OF SANDY SPRINGS.

B. STYLE AND PANEL OPTION AT THE DISCRETION

SEE PLAN SHEETs FOR LOCATION.

TO PROVIDE SHOP DRAWING FOR POST ANCHORING.

SPECIFICATIONS, 7TH EDITION, 2014. CONTRACTOR

BE DESIGNED PER SECTION 13.8 OF THE AASHTO LRFD

ATTACHMENT TO THE TURNDOWN SIDEWALK SHOULD

NOTES: A. THE PEDESTRIAN RAILING AND THE MEANS OF

FENCING DETAIL

PEDESTRIAN HANDRAIL/DECORATIVE

12/28/2023

Joe.Zerkus

GPLOT-V8

201926804_38-0001.dgn

12:31:56 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SIDEWALK GAP FILLS

SEGMENT 4 - RIVER EXCHANGE DRIVE

S2188

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

P. I. NumberGDQT Georgia Department of Transportation

RAISED EDGE WITH CONCRETE GUTTER CONCRETE MEDIAN (Between Curbs)

NOTE: CURB TYPES SHOWN ARE TYPICAL.

OTHER TYPES MAY BE SPECIFIED.

CONCRETE MEDIANS (Integral)r FACE OF CURB MUST ALIGN

WITH BACK EDGE OF GUARDRAIL

AND THE FACE OF THE OFFSET

BLOCK. -WITH TIE BARS- -WITHOUT TIE BARS-

2/ SLOPE TYPE 2 CURB FACE

SHOWN OTHER TYPE

MAY BE SPECIFIED \*|

TYPE I CURB FACE

SHOWN OTHER TYPETYPICAL '/?" EXP.

/ JOINT

27/2" EXP. JOINT 27.4" SLOPE TYPICAL MAY BE SPECIFIEDI" R K 9" H i SLOPE TYPICAL itM SLOPF >^13" A C*hSURFACE

COURSE

THICKNESS

SURFACE

COURSE

f THICKNESS

F -3ieiii=iii-'.ii I T rht I M. J

=1) 1=1J 1=171=6" OR 8" - JTZt>4" L!l=l)17=1)I=uI =i)tt)i=m= TV V 3U3UffilO~IUA ®PAVEMENT ®PAVEMENTMIN.r

%"R-I 6

COMPACTED

EARTH FILL

2'-6 *4 TIE BARS S

3 FT. C. TO C.

i

*3 BARS AT 12" C. +0 C. BOTH WAYS OR

6 x 6-W2.9 x W2.9 WELDED WIRE FABRIC OR 4 x 4-W2.0 x W2.0 WELDED WIRE FABRIC

NOTE:

WIDTH OF CONCRETE MEDIAN WILL BE AS SHOWN IN PLANSm=ni RAISED EDGE TO BE CONSTRUCTED WITH SAME CONCRETE MIX AS

THE GUTTER AND SHALL BE FORMED MONOLITHIC WITH GUTTER.

JOINTS IN RAISED EDGE SHALL MATCH THOSE IN THE GUTTER.

, 11 ii NOTE:

IF FINAL SURFACE COURSE IS PRESENT OR MUST BE INSTALLED BEFORE THE CONCRETE MEDIAN CAN

BE INSTALLED, THEN DOWELED IN CONCRETE MEDIAN IS REQUIRED.

ii ii ii ii

NOTE:

IF CONCRETE MEDIAN INTERCEPTS PEDESTRIAN CROSSWALKS, WHEELCHAIR RAMPS (CONSTRUCTION DETAIL A-3 AND A-4) WILL BE REQUIRED.TYPE 8

TYPE 8 HEADER CURB IS USED

IN CONJUNCTION WITH GUARDRAIL

CONNECTIONS TO CONCRETE

BARRIER AS NOTED ON GA. STD.

4382.

CONCRETE DOWELED INTEGRAL CURBS8" h-3!0" -i — 2/2CONCRETE CURB & GUTTER I OR 1 *2" H4'K■6" K J Ir I" R -2-R

87 SLOPE 87 SLOPE x/® PAVEMENT

7 /

«4 TIE BARS.

0 3' C. TO C.

TYPE I

‘82 SLOPE h w-h hL h X «4 TIE BARS6'' 6" * 6" 6"*

OR ^ -T T

/4pa\/ement^J2IJ,c- to c-

TYPE 2, 3 OR A

; *4 TIE BARSOR OR ^ OR - ' A • A • ’ A • ^PAVEMENTMb" , // 0 3' C. TO C.8"P 8" rL- H K 2/2T T* *CURB * * * * * * TYPE 6d VAR. 2'-6" MIN.

5I/^k- 1%" TYPE VAR. 2'-6'' MIN. VAR. 2'-6'' MIN. VAR. 2'-8" MIN. r13" OR d" S" rnin. 2"R hTYPE I TYPE 2, 3 OR A TYPE 7 TYPE 9 2"2 6" 8" min. OR I" i

77777V77777, ^PAVEMENT

T3 10" min.

12" min.

7" min.

“4 TIE BARS«4 TIE BARS^PAVEMENT > //| © 3' C. TO C.10" © 3' C. TO C.

H h- 2/26 6' 3"U-* * AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING

OF BASE COURSE, BUT THE GUTTER THICKNESS MUST NOT BE LESS THAN THE SPECIFIED 6" OR 8'' AT ANY POINT.

WHEN POSITIVE SUPERELEVATION IS REQUIRED, THE SLOPE OF THE GUTTER ON THE HIGH SIDE SHALL BE A CONTINUATION

OF THE SLOPE OF THE SUPERELEVATED PAVEMENT.

7 6" 8" min. TYPE 9TYPE 79 3" OR 4" 8" min.

NOTES:

1. CONCRETE CURB CAN BE INSTALLED AFTER INTIAL SET AS LONG AS

TIE BARS ARE DRILLED INTO UNDERLAYING CONCRETE PAVEMENT.

2. CONCRETE CURB CAN BE INSTALLED BEFORE INITIAL SET WITH

DOWELS THAT ARE DRIVEN INTO UNDERLYING CONCRETE PAVMENT.

3. JOINTS IN CURB AND CONCRETE MEDIAN WILL MATCH THOSE IN THE

CONCRETE PAVEMENT.

4. ALL TYPES OF CONCRETE CURB CAN BE PLACED ON ASPHALT

PAVEMENTS WHERE TIE BARS MAY BE EITHER DRIVEN OR DRILLED

INTO THE UNDERLYING PAVEMENT. CONTRACTION JOINTS SHALL BE

CONSTRUCTED IN CURB OR CONCRETE MEDAIN AT 20 FT. SPACING.

5. TIE BARS FOR DOWELED CURBS MAY BE UNCOATED PLAIN OR

DEFORMED BILLET-STEEL BARS (GRADE 40)AS USED FOR CONCRETE

REINFORCEMENT. (AASHTO M-31)

MINIMUM TIE BAR LENGTHS

(FOR CONC. DOWELED CURBS

OR CONC. MEDIAN)

CURB TYPEP.C. CONC.

PAV.

ASPHALT

PAV.

6" 8"I

2, 3 OR 4 12"CURB FACE DESIGNDETAILS OF RECESSED CURB FOR DRIVEWAYS 6 6“ 8-

7 6" 8’

6‘ 8"

ISOMETRICSTD. CURB

& GUTTER VIEW

CONCRETE INTEGRAL CURBr RATTFR

— 5'/a" —| h7/s"M'H4/ie" - 5/s"y yb/s"r,iI i TRANSITION CURB HEIGHT i I 2"R f Th PLUS

THICKNESS

OF SURFACE

J-COURSE

h PLUS

THICKNESS

OF SURFACE

COURSE

FROM h TO 2". 61° 2"R SURFACE

COURSE

THICKNESS

XI h 0"^-2"R 2"Rh h h 3" R hi X -=firrh '44°L I 44° ” 2" R , SURFACE

COURSE

THICKNESS!

hV. 3"R I" Tl"RJ 7"-h— 6" —H I-DRIVEWAYS k 6" k 12" ■8"—-IO'' FOR h=3"lV, 0" FOR h=3'' I'' FOR h=4"I'' FOR h=4"

TYPE ITYPE I TYPE 2, 3 OR A TYPE 6 TYPE 7 TYPE 9 TYPE 7

8" i h PLUS

THICKNESS

OF SURFACE

COURSE

T h ’ r ■ .

♦ OR rl^l"R °'aSURFACE

COURSE

THICKNESS!-

NOTE: CURB & GUTTER WILL BE MEASURED

FOR PAYMENT THRU THE DRIVE

CONCRETE HEADER CURBS

TYPE 9

r\i o DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

<\JC\l2" LT> oJ T

\ TRANSITION CURB HEIGHT

FROM h TO 2".

87 SLOPE r t i O (£?o CVI CNJ h h hh CNJh ott; ^pavement 7; 7 d-o o

ENT

113T y; ‘ t yy.T- ' -T.6" OR MIN. OD 7 UjPAVEM <cqPAVEMENT7 - . , 7 d-;.

k7"L

7 o8X PAVEMENTd-'PAVEMENT/ „ d s oPAVEMENT =3 STANDARD

CONCRETE CURB & GUTTER

CONCRETE CURBS, CONCRETE MEDIANS

CTl CD CD

J QD OlOo. CLoJ5 ce CD CQ ce §-A 6" k- CDCD QD6" k 5cc ccccq dD oq CT>LD QLu y y 8LD CD OS cn crCD<oTYPE I TYPE 2, 3 OR 4 TYPE 7 TYPE 9

TRUCK APRON

IN ROUNDABOUTS

TYPE 6 L] Q-s >a.CTla: of o CDQ-ya. LD >-a.ySECTIONAL VIEW >CJy CD Q yLDQ y cr.CD Qy CD

Cu > CD NOT TO SCALE MAR. 20035SECTION A-A ct 9U. Qce y yy o

NUMBER(SUBMITTED)DES.

STATE DESIGN POLICY'ENGINEER

CHIEF ENGINEER

cr DRW____

TRA____

Cl. Q_ OO 9032B(SEE SEPARATE CONSTRUCTION DETAILS FOR DRIVEWAYS) THE DIMENSION d MAY BE INCREASED AT CONTRACTOR'S OPTION SO BOTTOM OF HEADER CURB WILL ALIGN WITH BOTTOM OF PAVEMENT TYPICAL SECTION. o (APPROVED) uo

CHK.

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

EROSION CONTROL LEGEND

52-0001

3/2/2017

CONTROL IN GEORGIA".

REFER TO THE LATEST EDITION OF THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION’S, "MANUAL FOR EROSION AND SEDIMENT

2. FOR ADDITIONAL INFORMATION ON THE DESIGN AND APPLICATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs),

1. DO NOT USE EROSION CONTROL ITEMS IN A FLOWING STREAM OR IN A TIDAL AREA BELOW HIGH TIDE.

NOTE:

FENCE.

WHEN NECESSARY, BUFFER ZONES ARE TO BE PROTECTED BY ORANGE BARRIER

WETLANDS, LAKES, AND COASTAL WATERS.

SURROUNDING AN AREA OF DISTURBANCE OR BORDERING STREAMS, PONDS,

EXISTING VEGETATION, OR THE RE-ESTABLISHMENT OF VEGETATION

A STRIP OF UNDISTURBED ORIGINAL VEGETATION, ENHANCED OR RESTORED

Ds1

Ds2

Ds3

Ds4

Sb OTHER PLANTING DETAILS.

STREAM BUFFER MITIGATION PLANS FOR PLANT SPECIES, LOCATIONS, AND

APPLICABLE TO THE PROJECT. REFER TO THE PROJECT’S STREAM AND

STREAMBANK STABILIZATION AREAS SHOULD BE SHOWN ON THE PLANS WHEN

OR RESTORE AND REPAIR SMALL STREAMBANK EROSION PROBLEMS.

PLANT MATERIALS TO MAINTAIN AND ENHANCE STREAMBANKS, OR TO PREVENT,

STREAMBANK STABILIZATION IS THE USE OF READILY AVAILABLE NATIVE

FENCE

BARRIER

ORANGE

LINE CODE

ORANGE BARRIER FENCE

ESA

SENSITIVE AREA

ENVIRONMENTALLY

ESA-25’(OR 50’)STREAM BUFFER,ETC.

Bf

Bf

BfBUFFER ZONE

SYMBOL

Bf

SECTION 163,700

GRASSING

SECTION 163

MULCH

Sb

Ds4

PATTERN

Fl-Co

SECTION 700

GRASSING

PERMANENT

POLYACRYLAMIDE

SECTION 163,700,

COAGULANTS

FLOCCULANTS

SYMBOL

Fl-Co

PROVISIONS AND APPLICABLE PLAN NOTES.

ACCORDANCE WITH SECTION 107 AND ANY OTHER APPLICABLE SPECIAL

IF WORK IS AUTHORIZED IN THIS AREA, THE WORK MUST BE PERFORMED IN

HABITATS.

SITES, ARCHAEOLOGICAL SITES, AND PROTECTED ANIMAL AND PLANT SPECIES

INCLUDE, BUT ARE NOT LIMITED TO: STATE WATER BUFFERS, HISTORIC

ENVIRONMENTALLY, CULTURALLY, OR HISTORICALLY SENSITIVE. ESAs

AN ENVIRONMENTALLY SENSITIVE AREA (ESA) CONTAINS RESOURCES THAT ARE

REVISION DATES

3/2/2017 cbaird

GPLOT-V8

EC-L(sheets 1-7).dgn

11:08:40 AM

GPLN7/31/2015

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

SHEET 1 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETON

Ds1

Ds2

Ds3

SECTION 702

STABILIZATION

STREAMBANK

USED IN CONJUNCTION WITH. NO SEPARATE PAYMENT WILL BE MADE.

THE PRICE FOR THE INSTALLATION AND/OR MAINTENANCE OF THE BMP IT IS

BMP IF NEEDED. PAYMENT FOR PAM AS A FLOCCULANT WILL BE INCLUDED IN

FLOCCULANTS/COAGULANTS ARE TO BE SHOWN ON PLANS WITH APPLICABLE

BE USED DOWNSTREAM OF AFOREMENTIONED BMPs!

SEDIMENT BASIN, OR TEMPORARY SEDIMENT TRAP. FLOCCULANTS SHALL NOT

WITHIN CHANNELS UPSTREAM OF A POST-CONSTRUCTION POND, TEMPORARY

ANIONIC POLYACRYLAMIDES (PAM) MAY BE USED IN CONJUNCTION WITH BMPs

CONSTRUCTION SITES FOR WATER CLARIFICATION.

HEAVY METALS, AND HYDROCARBONS (TSS) IN SLOW MOVING RUNOFF FROM

FLOCCULANTS AND COAGULANTS ARE USED TO SETTLE SUSPENDED SEDIMENT,

ON APPLICABLE SHEETS IN SECTION 54.

THE BMP SYMBOL FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE INCLUDED

AND/OR THE PROJECT ENGINEER.

MULCHING REQUIREMENTS ARE ADDRESSED BY STANDARD SPECIFICATIONS

STABILIZE AREAS PRIOR TO FINAL GRADING.

WHERE PERMANENT VEGETATION IS OUT OF SEASON OR TO TEMPORARILY

AND STABILIZE THE SOIL. IT IS USED TO CONTROL EROSION IN AREAS

THIS IS AN APPLICATION OF STRAW MULCH USED TO REDUCE SOIL EROSION

ON APPLICABLE SHEETS IN SECTION 54.

THE BMP SYMBOL FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE INCLUDED

STANDARD SPECIFICATIONS.

TEMPORARY GRASSING SHOULD BE USED ON ALL PROJECTS ACCORDING TO THE

LONGER THAN MULCHING IS EXPECTED TO LAST.

AND SEASON. IT IS TYPICALLY USED TO CONTROL EROSION IN AREAS

THE SOWING OF A QUICK GROWING SPECIES OF GRASS SUITABLE TO THE AREA

ON APPLICABLE SHEETS IN SECTION 54.

THE BMP SYMBOL FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE INCLUDED

STANDARD SPECIFICATION.

PERMANENT VEGETATION SHALL BE USED ON ALL PROJECTS ACCORDING TO THE

AREA AND SEASON.

THE SOWING OF PERMANENT VEGETATION, SUCH AS GRASS, SUITABLE TO THE

NO SCALE

CODE DETAIL DESCRIPTION

SPEC. SECT.

STD OR DETAIL

PRACTICE

CODE DETAIL DESCRIPTION

SPEC. SECT.

STD OR DETAIL

PRACTICE

MATERIALS OR EQUIPMENT WITHIN THIS AREA.

WHERE THE CONTRACTOR SHALL NOT CLEAR, GRUB, OR PLACE CONSTRUCTION

ORANGE BARRIER FENCE DELINEATES ENVIRONMENTALLY SENSITIVE AREAS

SECTION 700,890

DETAIL D-54

CONSTRUCTION

SODDING

INCLUDED ON APPLICABLE SHEETS IN SECTION 54.

THE BMP PATTERN FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE

ENVIRONMENTAL COMMITMENTS OR LANDSCAPING REQUIREMENTS.

AESTHETICS, OR FOR SPECIAL PLANTING REQUIREMENTS ON THE BASIS OF

SODDING MAY BE SHOWN FOR HIGHLY SENSITIVE AREAS, TO IMPROVE

AND SEASON TO PROVIDE IMMEDIATE PERMANENT VEGETATION.

THE INSTALLATION OF A SPECIES OF GRASS SODDING SUITABLE TO THE AREA

12/28/2023

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

01/14/2024

3000 RIVER EXCHANGE DR

52-0002

3/2/2017

11/28/2018

CONTROL IN GEORGIA".

REFER TO THE LATEST EDITION OF THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION’S, "MANUAL FOR EROSION AND SEDIMENT

2. FOR ADDITIONAL INFORMATION ON THE DESIGN AND APPLICATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs), Ss

SECTION 716

DETAIL D-35

CONSTRUCTION

STABILIZATION

SLOPE

Tac

SECTION 171

DETAIL D-24D

CONSTRUCTION

CHECK DAM

FABRIC

Cd-Fs

Cd-Hb

Cd-S

Ch-1

Ch-2R1

Ch-2R3

TYPICALLY NOT SHOWN IN PLANS.

ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED.

DESIGNED IN ACCORDANCE WITH THE GDOT CHANNEL LINING DESIGN PROGRAM.

ONLY FOR VELOCITIES UP TO 5.0 fps. THIS MEASURE SHALL BE

A NEW OR EXISTING CHANNEL MAY BE LINED WITH PERMANENT VEGETATION

Ss

FL

OW

Cd-Hb

Ch-1

Ch-2R1

SYMBOL

Cd-S

SYMBOL

SYMBOL

Cd-Fs

Cd-F

Cd-F

Ch-2R3

700, 895

SECTION 163,

TACKIFIERS

POLYACRYLAMIDE

Tac

FL

OW

USED AT THE DOWNSTREAM DISCHARGE POINT.

WITHOUT A SEDIMENT BASIN, A MINIMUM OF ONE ROCK FILTER DAM SHALL BE

IF THIS ITEM IS USED IN AN AREA WITH FLOWS GREATER THAN 2.0-CFS OR

CONTROL IN GEORGIA" FOR MATERIAL SPECIFICATIONS.

REFER TO THE LATEST EDITION OF THE "MANUAL FOR EROSION AND SEDIMENT

THEY SHALL BE PROPERLY STAKED FOR DITCH APPLICATIONS.

MATERIAL DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER.

BIODEGRADABLE KNITTED MESH MATERIAL CONTAINING A WEED FREE FILLER

A COMPOST FILTER SOCK CHECK DAM IS COMPOSED OF A PHOTODEGRADABLE OR

USED AT THE DOWNSTREAM DISCHARGE POINT.

PAD. PROPER STAKING IS ALSO REQUIRED FOR DITCH…