20210226_00 Guardrail Replacement_2nd Set Fin.pdf

INDEX

02-0001

40-0001

CONSTRUCTION STANDARDS & DETAILS FOR EROSION CONTROL

WATERSHED MAP AND SITE MONITORING LOCATION

BMP LOCATION DETAILS

EROSION CONTROL DRAINAGE AREA MAP

EROSION CONTROL LEGEND

ESPC GENERAL NOTES

EROSION CONTROL COVER SHEET

BRIDGE PLANS

SIGNING AND MARKING PLANS

UTILITY PLANS

EARTHWORK CROSS SECTIONS

STAGING DETAILS

DRIVEWAY PROFILE SHEET

MAINLINE PROFILE SHEET

MAINLINE ROADWAY PLAN SHEETS

CONSTRUCTION LAYOUT SHEET/STAKEOUT SHEET

QUANTITIES REQUIRED ON CONSTRUCTION (OMITTED)

QUANTITIES REQUIRED BY AMENDMENT (OMITTED)

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

GENERAL NOTES

REVISION SUMMARY SHEET

INDEX

COVER SHEET

T-4 (01-00)

4000W

GEORGIA STANDARDS

END POST AND END POST GUARDRAIL ATTACHMENT DETAIL

BAR BENDING DETAILS

GUARDRAIL WARRANT GUIDES

REFLECTORIZED GUARDRAIL WASHERS AND ANCHORAGE NOSE STRIPING

"W" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT

POSTS AND OFFSET BLOCKS FOR "W"

GUARDRAIL CONNECTION AT BRIDGE END OR AT CONCRETE BARRIER END FOR 31 INCH

HIGH GUARDRAIL

GUARDRAIL ANCHORAGE TYPE I 31 INCH GUARDRAIL HEIGHT

TYPE 12 31 INCH GUARDRAIL HEIGHT

"T" BEAM GUARDRAIL CONNECTION TO 31 INCH HEIGHT "W" BEAM

ADJACENT TO THE ROADWAY) 31 INCH GUARDRAIL HEIGHT

LAST REV.

(09-02)

(08-69)

(01-16)

(07-23)

(01-16)

(01-16)

(01-16)

(08-11)

(01-16)

(08-11)

(01-16)41-0014

S-7

T-1

T-2

T-3A

T-3B

CONSTRUCTION DETAILS

SERRATED SLOPE DETAIL / BENCHING DETAIL

SIGN PLATES

DETAILS FOR TYPICAL FRAMING

TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL

DETAILS OF SQUARE TUBE POST (BREAKAWAY SUPPORT)

DETAILS OF CARDINAL DIRECTION SIGNS

LAST REV.

(06-09)

(01-00)

(03-00)

(07-02)

(07-02)

40-0002

40-0003

40-0004

40-0005

40-0006

4386 GUARDRAIL LOCATION IN MEDIANS, GUARDRAIL LOCATIONS AT TURNOUTS, 31 INCH

GUARDRAIL HEIGHT

(01-16)

41-0013 4387 (01-16)

4391 (01-16)GUARDRAIL LOCATION (ON ROADS WITH CURB)

ESPC GENERAL NOTES LAST REV.

52-0001

52-0002

52-0003

52-0004

52-0005

52-0006

52-0007

54-0001 TO 54-0015 BMP LOCATION DETAILS

EROSION CONTROL DETAILS

56-0001

56-0002

56-0003

56-0004

56-0005

LAST REV.

(09-22)

(09-22)

(09-22)

(07-15)

(11-20)

D-24C

D-41

D-24A

D-24B

D-24D

TEMPORARY SILT FENCE (SHEET 1 OF 4)

TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BRUSH BARRIER (SHEET 2 OF 4)

TEMPORARY SILT FENCE J-HOOKS, INLETS SEDIMENT TRAPS (SHEET 3 OF 4)

TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4)

CONSTRUCTION EXIT

GUARDRAIL REPLACEMENT

(03-17)CONST. DETAIL (EC-L7) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 7 OF 7)

(11-18)CONST. DETAIL (EC-L6) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 6 OF 7)

(03-17)CONST. DETAIL (EC-L5) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 OF 7)

(03-17)CONST. DETAIL (EC-L4) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 7)

(03-17)CONST. DETAIL (EC-L3) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 7)

(11-18)CONST. DETAIL (EC-L2) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 2 OF 7)

(03-17)CONST. DETAIL (EC-L1) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7)

GUARDRAIL LOCATION DETAILS FOR UNDIVIDED HIGHWAYS AND ROADS (WITH SHOULDERS

ADJACENT TO ROADWAY) 31 INCH GUARDRAIL HEIGHT

GUARDRAIL LOCATION DETAILS FOR MULTI-LANE DIVIDED HIGHWAYS (WITH SHOULDERS

51-0001 TO 51-0002

50-0001 EROSION COVER SHEET

(09-16)9031L

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

9031N (08-85)

GRAVITY WALL TYPICAL SECTIONS, RAISING HEADWALL, AND TYPICAL PIPE PLUG

(08-82)1033F CATCH BASINS (FOR USE WITH HEADER OR INTEGRAL CURBS, 4", 6", 8" OR 10" HT.)

9013 CONCRETE SPILLWAYS (TYPICAL USE: ALONG ROADWAY AT END OF CURB) (02-81)

9032B CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (07-25)

CHAIN-LINK WIRE FENCE

41-0008

41-0007

41-0006

41-0005

41-0004

41-0003

41-0002

41-0001

41-0012

41-0011

41-0010

41-0009

41-0019

41-0018

41-0017

41-0016

41-0015

38-0001 TO 38-0003

31-0001 TO 31-0004

13-0001 TO 13-0015

06-0001

04-0001 TO 04-0002

02-0001

01-0001 TO 01-0002

SPECIAL CONSTRUCTION DETAILS

RETAINING WALL ENVELOPES

MAINLINE ROADWAY PLAN SHEETS (INCLUDING UTILITY INFORMATION)

SUMMARY OF QUANTITIES

GENERAL NOTES

INDEX

COVER SHEET

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

gplotborder-v8i-PO.tbl

02-0001b.dgn

Design File and Plot Substitution information

11:27:35 AM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

20210226-00

GENERAL NOTES

04-0001

PROJECT NOTES

UTILITY INFORMATION PROVIDED BY UTILITY OWNERS.

NOTE: SUE WAS NOT PERFORMED ON THIS PROJECT.

GUARDRAIL REPLACEMENT

DAILY OR COVERED WITH EROSION CONTROL MATS UNTIL WORK IN SUCH AREAS HAVE BEEN COMPLETED.

11. ALL DISTURBED SOIL LOCATED WITHIN 200 FEET OF A WETLAND OR STREAM SHALL BE MULCHED

10. TREES AND LANDSCAPING LIGHTS IN CONFLICT WITHIN THE RIGHT OF WAY WILL BE REMOVED.

9. AN NOI IS NOT REQUIRED FOR THIS PROJECT.

8. THIS PROJECT DOES NOT REQUIRE POST-CONSTRUCTION STORMWATER BMPS.

INVASIVE LIST IN CATEGORY 1,2, OR 3. CATEGORY 4 PLANTS SHOULD BE AVOIDED IF POSSIBLE.

NON-NATIVE INVASIVE PLANTS (6755-9, TABLE 5.1), OR THE GEORGIA EXOTIC PEST PLANT COUNCIL’S NON-NATIVE

PERMANENT VEGETATION), DO NOT USE ANY SPECIES OR CULTIVARS OF SPECIES THAT ARE ON THE GDOT LIST OF

7. FOR DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) OR DISTURBED AREA STABILIZATION (WITH

ALLOW FOR CONSTRUCTION.

TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE THAT WILL BE REMOVED OR DESTROYED TO

ETC.) OCCUR UNDER THE DRIP LINE OF EXISTING TREES TO REMAIN IN THE RIGHT OF WAY. THIS DOES NOT APPLY TO

STAGING, CONSTRUCTION, VEHICULAR USE, BORROW OR WASTE ACTIVITES, SEDIMENT BASINS, TRAILER PLACEMENT,

6. THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED ACTIVITIES (SUCH AS THE USE OF EASEMENTS, SUB-SECTION 107.07 OF THE STANDARD SPECIFICATIONS.

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

4. ALL UTILITY RELOCATIONS SHALL BE COORDINATED WITH AND PERFORMED BY THE UTILITY OWNERS.

IN THE PRICE BID FOR GRADING COMPLETE.

3. THE CONTRACTOR IS TO SAWCUT THE EDGE OF PAVEMENT TO PROVIDE A SMOOTH EDGE, COST WILL BE INCLUDED

INFORMATION.

AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL OR IN

ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF

2. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION

DETAILS AND SPECIFICATIONS, AND THE GEORGIA MANUAL FOR EROSION AND SEDIMENTATION CONTROL.

"GREEN BOOK", AASHTO ROADSIDE DESIGN GUIDELINES, GDOT DRAINAGE MANUAL, APPLICABLE CITY OF SANDY SPRINGS

GUIDELINES, SPECIFICATIONS AND STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AASHTO

1. ALL DESIGN IMPROVEMENTS FOLLOW THE APPLICABLE STANDARDS FOR THE GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT)

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

04-0001b.dgn

11:17:25 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

Engineering, Planning, and Environmental Consultants

Design File and Plot Substitution information

PROJECT NUMBER

GENERAL NOTES

GENERAL NOTES - STANDARD SIGNS

GUARDRAIL REPLACEMENT

04-0002

OR ARE CONTRARY TO THESE SIGN PLANS.

ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED

17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF

TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON UNIFORM

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL � INCH DIAMETER HOLE(S), DRILLED OR

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES

WITHIN AN ASSEMBLY.

12. A � INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE SIGNING SHALL

SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION

11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING

BE USED FOR ALL WARNING SIGNS.

10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

1#2 INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE �

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x � INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

CLEAR WIDTH MEASURED FROM THE POST

IN AREAS WITH SIDEWALK, SIGN POSTS SHALL PROVIDE A 4 FOOT MINIMUM SIDEWALK

NOT PROJECT MORE THAN 4 INCHES HORIZONTALLY INTO THE PEDESTRAIN FACILITY,

SUPPLEMENTAL OR SECONDARY SIGNS MOUNTED LESS THAN 7’ ABOVE SIDEWALK SHALL

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S):

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

THE BOTTOM OF THE SIGN OR ASSEMBLY

ERECTED AT A HEIGHT OF 3 TO 4 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO

3b. R5-1 ’DO NOT ENTER’ SIGNS ALONG FREEWAY OR INTERSTATE RAMPS SHALL BE

HEIGHT OF 7 FEET ABOVE THE SIDEWALK.

IF SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY,

3a. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

04-0001b.dgn

11:19:58 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Peachtree Corners, Georgia 30092

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-0001

GUARDRAIL REPLACEMENT

LOCATION

LF LF EA EA LF LF

LUMP SUMQUANTITY

GRADING COMPLETE - 20210226-00

EASY SYLF EA

*GUARDRAIL TO BE WEATHERED STEEL (NATINA)

CY CY

LF

LF

LS

EA

EA

7910 COLQUITT ROAD

JOHNSON FERRY ROAD

6995 RIVERSIDE DRIVE

6739 GLENRIDGE DRIVE

RIVERSIDE DRIVE @ NORTH HARBOR DRIVE

4925 JETT ROAD

5802 RAIDER DRIVE

5510 KINGSPORT DRIVE

6785 BRANDON MILL ROAD

30 NORTHWOOD DRIVE

7082 BRANDON MILL ROAD

610-1075

ANCHORAGE REMOVAL

EXISTING GUARDRAIL

441-0106

SIDEWALK

6" CONCRETE

636-1033

HEADER CURB

TYPE 2

171-0030

FENCE - TYPE C

TEMPORARY SILT

165-0030

TYPE C MAINTENANCE

TEMPORARY SILT FENCE

700-9300

SOD

611-5551

SIGN

RESET

500-3200

CONCRETE

CLASS B

500-9999

WIDENING

CLASS B

RAILING

PEDESTRIAN

501-2000

STEEL

STRUCTURAL

LF

611-3000

CATCH BASIN

RECONSTRUCT

441-0303

SPILLWAY

TYPE 3

643-1152

FENCE

CHAIN LINK

610-1055

REMOVAL

EXISTING GUARDRAIL

641-1100

"T" BEAM

641-1200

"W" BEAM

641-5001

ANCHORAGE

TYPE 1

641-5015

ANCHORAGE

TYPE 12A

462.5

*70.65

*325

137.5

187.5

362.5

*650

*4

*3

*2

*2

*1

*2

*1500

*0

*0

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

06-0001b.dgn

11:47:54 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REMOVE EXIST. GUARDRAIL

13-0001

CONSTRUCTION PLAN

4’-0"

F A

C E

O F

U

R B

F A

R B

TYPICAL SECTION (LT) #1

TO BE REMOVED

EXISTING 8" CURB

RAILING

42" PEDESTRIAN

F A

R B

TYPICAL SECTION (RT) #2

ALONG BRIDGE

TYPICAL SECTION (RT) #3

ALONG ROADWAY

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

7082 BRANDON MILL ROAD

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

13-0001b.dgn

11:51:15 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

CONST CL

BRANDON MILL ROAD

P T

P C

P T

TYPE T BEAM GUARDRAIL

STA. 10+10.48, 29.60’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 12+65.00, 14.83’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 14+41.43, 18.26’ RT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

E 2229603.3320

N 1435674.2490

STA. 10+00.00

BEGIN PROJECT

E 2229743.3825

N 1436204.7472

STA. 15+50.00

END PROJECT

CURVE #1

E= 4.07

R= 1720.08

L= 236.49

T= 118.43

E= 2229618.3291

N= 1435791.7250

PI Sta= 11+18.43

Curve# 1

CURVE #2

E= 1.70

R= 749.62

L= 100.73

T= 50.44

E= 2229713.6003

N= 1436135.0355

PI Sta= 14+74.34

Curve# 2

SEE SHEET 38-0003

PEDESTRIAN RAILING

RESET MARSH CREEK SIGN

STA. 14+68.45, 15.25’ LT

TP 12A ANCHOR

END T-BEAM GUARDRAIL

AND T-SPLOST SIGN

RESET MARSH CREEK SIGN

RESET CURVE SIGN

RESET CHEVRON SIGNS (TYP.)

TYPE T-BEAM GUARDRAIL

RESET SPEED LIMIT SIGN

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

LP

L P

LP

LP

LP

LP

LP

LP

LP

ASSIN INC

MILL COMMUNITY

VILLAS AT BRANDON

N/F

C & CODY M

GARVIN JENNIFER

N/F

EPSTEIN

& SHARNA

MICHAEL

N/F

GRONBERG

LAURA E

N/F

FULTON COUNTY

N/F

& LEVITT GAIL HOLZER

GILBERT S

N/F

& JOHN M PERTERSON

WILLIAM C KINNANE

N/F

25’ BUFFER (TYP)

PERENNIAL STREAM

M A R S

H

C R E

K

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

13-0002

CONSTRUCTION PLAN

8’-0"

10:1

3’-6"

TYPICAL SECTION #4

9031L

GA. STD.

F A

R B

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

30 NORTHWOOD DRIVE

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

gplotborder-V8i-PO.tbl

13-0002b.dgn

7:49:16 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

NORTHWOOD DRIVE

CONST BL

E 2229958.1668 N 1422765.7773

STA. 81+00.00

BEGIN PROJECT

E 2230188.0906 N 1422759.8579

STA. 83+30.00

END PROJECT

OF SIDEWALK

REPLACE 3 SECTIONS

STA. 81+78.00, 9.00’ RT

TP 12A ANCHOR

BEGIN W-BEAM GUARDRAIL

STA. 83+03.00, 9.00’ RT

TP 1 ANCHOR

END W-BEAM GUARDRAIL

13.50’ RT

STA. 81+72.00,

BEGIN GRAVITY WALL

13.50’ RT

STA. 82+79.22,

END GRAVITY WALL

L A

K E

F

O R E S T

D

I

V E

EXIST R/W EXIST R/W

EXIST R/WEXIST R/W

LP

LP

LP

ADE 835 LLC

N/F

APARTMENTS LLC

HIGHLAND SPRINGS

N/F

NIGHTHAWK SIERRA LLC

N/F

ASSOCIATION INC

COMMUNITY

TOWNHOME

PARC AT CHASTAIN

N/F

LP

LP

LP

LP

LP

LP

LP

13-0003

CONSTRUCTION PLAN

F A

R B

ROADWAY

EXISTING

CURB

HEADER

PROPOSED

1’-0"

TYPICAL SECTION #5

CLASS B WIDENING

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

S E E

S

H E E T

6785 BRANDON MILL ROAD

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

13-0003b.dgn

11:56:10 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

CONST CL

BRANDON MILL ROAD

TP 1 ANCHOR

TP 1 ANCHOR

TP 1 ANCHOR

TP 1 ANCHOR

TP 1 ANCHOR

P C

P R C

P T

P C

E 2229894.2446

N 1433168.1801

STA. 50+00.00

BEGIN PROJECT

CURVE #1

E= 0.61

R= 4091.41

L= 141.87

T= 70.94

E= 2229922.2562

N= 1433233.3551

PI Sta= 50+70.94

Curve# 1

CURVE #2

E= 3.38

R= 960.04

L= 160.89

T= 80.63

E= 2229977.8762

N= 1433374.3532

PI Sta= 52+22.50

Curve# 2

CURVE #3

E= 9.69

R= 291.62

L= 148.30

T= 75.79

E= 2230099.2195

N= 1433567.4282

PI Sta= 54+50.20

Curve# 3

STA. 52+23.58, 2.00’ LT

GA. STD. 9032B

HEADER CURB

BEGIN TP 2

STA. 53+08.25, 2.00’ LT

GA. STD. 9032B

HEADER CURB

END TP 2

STA. 53+44.37, 2.00’ LT

GA. STD. 9032B

HEADER CURB

BEGIN TP 2

STA. 54+62.28, 2.00’ LT

GA. STD. 9032B

HEADER CURB

END TP 2

STA. 54+70.00, 2.00’ LT

GA. STD. 9032B

HEADER CURB

BEGIN TP 2

STA. 52+24.04, 10.52’ LT

GA. STD. 4386

12.5’ PRECURVED GUARDRAIL, R=8’

BEGIN T-BEAM GUARDRAIL

STA. 53+43.39, 10.34’ LT

GA. STD. 4386

12.5’ PRECURVED GUARDRAIL, R=8’

BEGIN T-BEAM GUARDRAIL

STA. 53+09.62, 10.52’ LT

GA. STD. 4386

GUARDRAIL, R=8’

12.5’ PRECURVED

END T-BEAM GUARDRAIL

STA. 54+55.31, 10.31’ LT

GA. STD. 4386

GUARDRAIL, R=8’

12.5’ PRECURVED

END T-BEAM GUARDRAIL

STA. 54+70.60, 10.39’ LT

GA. STD. 4386

12.5’ PRECURVED GUARDRAIL, R=8’

BEGIN T-BEAM GUARDRAIL

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

LP L P L P

L P L P

LP

LP

L PL P

L P

IVONNE A FLOREZ

BRENT J BEAVER &

N/F

LLC

RPK INVESTMENTS

N/F

BETTY ROSE BLASS

ALLEN J &

N/F

BLANKENSHIP III

JOHN WILLIAM

N/F

ALTMAN

ANN

BONNIE

N/F

FORBES KIRBY

GWENDOLYN K

KIRBY II &

ALONZOH H

N/F

ERIN M BURKHALTER

JOHN DAVID &

N/F PAMELA R WALL

LEE H JR &

N/F

JANICE B SEELEY

MICHAEL R &

N/F

BITTMANN

& CLAUDIAH

MAJORS

JUSTIN L

N/F

MCEWEN

LISA A

CLANCEY &

STEVEN F

N/F

GA. STD. 1033F

CATCH BASIN

RECONSTRUCT

13-0004

CONSTRUCTION PLAN

T R

A V E L

W A

Y

ROADWAY

EXISTING

CURB

HEADER

PROPOSED

2’-0"

TYPICAL SECTION #6

C U

R B

F A

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

S E E

S

H E E T

6785 BRANDON MILL ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0004b.dgn

7:49:45 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

CONST CL

BRANDON MILL ROAD

TYPE T BEAM GUARDRAIL

TP 1 ANCHOR

P C

C

P T

E 2230111.4485

N 1433720.0195

STA. 56+00.00

END PROJECT

CURVE #3

E= 9.69

R= 291.62

L= 148.30

T= 75.79

E= 2230099.2195

N= 1433567.4282

PI Sta= 54+50.20

Curve# 3

E= 1.83

R= 3623.34

L= 230.58

T= 115.33

E= 2230115.7767

N= 1433757.8233

PI Sta= 56+38.04

Curve# 4

CURVE #4

STA. 55+49.92, 2.00’ LT

GA. STD. 9032B

HEADER CURB

END TP 2

STA. 55+47.25, 10.41’ LT

GA. STD. 4386

GUARDRAIL, R=8’

12.5’ PRECURVED

END T-BEAM GUARDRAIL

EXIST R/W

EXIST R

/W

EXIST R

/W

EXIST R/W

LP

LP

LP

LP

LPLP

LP

LP

LP

MERKEL

AMANDA P

N/F

IRREVOCABLE TRUST

FOREST DRIVE

NINE FIFTEEN LOST

N/F

MICHAEL G FLYNN

N/F TRACY F BRUKE

EZEKIEL S BRUKE

N/F

MICHAEL NACHMAN

AMIRA &

N/F

ALICE S MISSBACH

GEORGE E &

N/F

NICOLE STADLER

RYAN &

N/F

JANE S KITCHEL

JOSEPH L &

N/F

CHARLOTTE A HAYES

PATRICK S &

N/F

KABINDRA MALLA

13-0005

CONSTRUCTION PLAN

6’-0"

F A

R B

TYPICAL SECTION (RT) #7

4’-0"

F A

R B

TO BE REMOVED

EXISTING 8" CURB

RAILING

42" PEDESTRIAN

TYPICAL SECTION (RT) #9

ALONG BRIDGE

F A

R B

TYPICAL SECTION (RT) #8

ALONG ROADWAY

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

5510 KINGSPORT DRIVE

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0005b.dgn

7:50:02 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

KINGSPORT DRIVE

CONST CL

TYPE T BEAM GUARDRAIL

P C

P T

P C

P T

TYPE T BEAM GUARDRAIL

TP 1 ANCHOR

STA. 102+49.95, 19.50’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 104+14.04, 13.00’ RT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

STA. 102+14.85, 13.00’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

E 2230878.0279 N 1421425.3974

STA. 100+50.00

BEGIN PROJECT

E 2230883.7577

N 1421846.5655

STA. 104+75.00

END PROJECT

L A K E

P L A C I D

D R I V E

CURVE #1

E= 14.06

R= 275.94

L= 172.56

T= 89.21

E= 2230853.0699

N= 1421456.3197

PI Sta= 100+89.21

Curve# 1

CURVE #2

E= 4.66

R= 593.49

L= 148.30

T= 74.54

E= 2230888.5841

N= 1421839.6949

PI Sta= 104+68.43

Curve# 2

EXISTING FENCE

REMOVE SECTION OF

SEE SHEET 38-0003

PEDESTRIAN RAILING

OF SIDEWALK

REPLACE 2 SECTIONS

STA. 104+06.84, 25.84’ LT

GA. STD. 4386

12.5’ PRECURVED GUARDRAIL, R=8’

END T-BEAM GUARDRAIL

EXIST R/W EXIST

R/W

EXIST

R/W

EXIST R/W

LP

LP

LP

L P

REALTY L P TIMONT

N/F

SIERRA CREEK LLC

N/F

AGAN BERKET

N/F

25’ BUFFER (TYP)

PERENNIAL STREAM

L O N G

I S L A N D

C R E

13-0006

CONSTRUCTION PLAN

8’-0"

F A

R B

8’-0"

F A

R B

TYPICAL SECTION (LT) #10

TYPICAL SECTION (LT) #11

ADJACENT TO ROADWAY

SECTION OF CHAIN LINK FENCE

REMOVE AND REPLACE

ADJACENT TO ROADWAY

SECTION OF CHAIN LINK FENCE

REMOVE AND REPLACE

ADJACENT TO ROADWAY

SECTION OF CHAIN LINK FENCE

REMOVE AND REPLACE

ADJACENT TO ROADWAY

SECTION OF CHAIN LINK FENCE

REMOVE AND REPLACE

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

5802 RAIDER DRIVE

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0006b.dgn

7:50:18 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

RAIDER DRIVE

CONST CL

TYPE T BEAM GUARDRAIL (TYP)

P C

P T

STA. 200+92.54, 19.73’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 201+22.69, 19.25’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 204+52.65, 18.82’ RT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

STA. 204+84.04, 20.37’ LT

TP 12A ANCHOR

END T-BEAM GUARDRAIL

E 2221577.3522

N 1424305.0982

STA. 200+00.00

BEGIN PROJECT

E 2221407.6261

N 1424827.6228

STA. 205+50.00

END PROJECT

CURVE #1

E= 2.92

R= 795.48

L= 136.14

T= 68.24

E= 2221548.0469

N= 1424366.7212

PI Sta= 200+68.24

Curve# 1

I-285

RESET SIGN

RESET SIGN

RESET SIGN

EXIST R

/W

EXIST R

/W

EXIST

R/W

LP

LP

BOARD OF EDUCATION

FULTON COUNTY

N/F

COMPANY

INSURANCE

LIFE

RELIASTAR

N/F

LYNDA B MAHANA

SAM &

N/F

MICHAEL T JARVIS

ANNE B &

N/F

EXIST R/

13-0007

CONSTRUCTION PLAN

F A

R B

ROADWAY

EXISTING EXISTING HEADER CURB

2’

TYPICAL SECTION #12

T R

A V E L

Y

2" STEEL GAS MAIN

ABANDON:

CP: JETT RD ANODE

NOP: 45 PSIG

WT:UNK/GRADE: UNK

INSTALLED: 08/08/1962

2" STEEL GAS MAIN

EXISTING:

CP: JETT RD ANODE

NOP: 45 PSIG

WT:UNK/GRADE: UNK

INSTALLED: 08/08/1962

2" STEEL GAS MAIN

EXISTING:

INSTALL 17# ANODE AND TEST STATION

INSTALLED: 1962

NOP: 45 PSIG

WT: UNK/GRADE: UNK

TIE-INTO 2" STEEL GAS MAIN

CUT & CAP

NOP: 45 PSIG

335’ X 2" PLASTIC GAS MAIN

PROPOSED:

INSTALL 17# ANODE AND TEST STATION

INSTALLED: 1962

NOP: 45 PSIG

WT: UNK/GRADE: UNK

TIE-INTO 2" STEEL GAS MAIN

CUT & CAP

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

4925 JETT ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0007b.dgn

7:50:35 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

JETT ROAD

CONST CL

TP 1 ANCHOR

TYPE T BEAM GUARDRAIL

STA. 602+00.00, 11.96’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 602+38.63, 11.74’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 603+50.82, 11.71’ RT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

E 2220287.7426

N 1415154.2125

STA. 601+00.00

BEGIN PROJECT

E 2220097.3312

N 1415386.0389

STA. 604+00.00

END PROJECT

N O

R T

H

I S L

A N

I

V E

STA. 603+59.70, 22.83 LT

GA. STD. 4386

25’ PRECURVED GUARDRAIL, R=25’

END T-BEAM GUARDRAIL

RESET WEIGHT LIMIT SIGN

RESET WEIGHT LIMIT SIGN

TYPE T BEAM GUARDRAIL

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

LP

LP

LP

LP

ROLLINS

RANDALL R

N/F

KUHLMAN

AMANDA D

N/F

GEESLIN HILL

ROBERT

N/F

SVERDRUP ARMAND B PESCHARD

MARILYN PESCHARD &

N/F

TANNER

ROARK & AMANDA

N/F

GDOT STD 9017J (TYP)

TP 3 SPILLWAY

25’ BUFFER (TYP)

PERENNIAL STREAM

LONG ISLAND CREEK

13-0008

CONSTRUCTION PLAN

F A

R B 6’-0"

ROADWAY

EXISTING

TYPICAL SECTION #13 TYPICAL SECTION #14

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0008b.dgn

7:50:52 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

RIVERSIDE DRIVE @ NORTH HARBOR DRIVE

LCONST C

TP 1 ANCHOR

P C

P T

P C

P T

P C

P R C

PT

+6

9.

STA. 701+31.16, 3.74’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

E 2223402.3553

N 1432625.8373

STA. 700+50.00

BEGIN PROJECT

E 2224020.7505

N 1432675.8447

STA. 706+80.00

END PROJECT

TYPE T-BEAM GUARDRAIL

TYPE W-BEAM GUARDRAIL

STA. 702+68.38, 3.67’ RT

BEGIN TYPE W-BEAM GUARDRAIL

END TYPE T-BEAM GUARDRAIL

CURVE #1

E= 2.11

R= 275.16

L= 67.98

T= 34.16

E= 2223433.0095

N= 1432633.1171

PI Sta= 700+81.51

Curve# 1

CURVE #2

E= 0.28

R= 1450.00

L= 56.52

T= 28.26

E= 2223591.9605

N= 1432630.8436

PI Sta= 702+40.13

Curve# 2

CURVE #3

E= 11.17

R= 414.86

L= 190.46

T= 96.94

E= 2223900.2692

N= 1432638.4531

PI Sta= 705+48.52

Curve# 3

E= 4.24

R= 25.00

L= 27.27

T= 15.17

E= 2223999.5113

N= 1432690.5955

PI Sta= 706+57.21

Curve# 4

CURVE #4

RIVERSIDE DRIVE

NORTH HARBOR DRIVE

STA. 706+72.67, 5.65’ RT

END W-BEAM GUARDRAIL

RESET SIGN

RESET SIGN

RESET CHEVRON SIGNS (TYP.)

EXIST

R/W

EXIST R/W

EXIST R/W

EXIST

R/W

LP

LP

NEIGHBORHOOD

NORTH HARBOR

N/F

& XIN XIU GAO

ZENG LIU LIAN

N/F

ROMAN CATHOLIC CLERGYMEN

CORPORATION OF THE

13-0009

CONSTRUCTION PLAN

F A

R

TYPICAL SECTION (LT & RT) #15

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

6739 GLENRIDGE DRIVE

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0009b.dgn

7:51:10 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

GLENRIDGE DRIVE

CONST CL

P C

P T

TP 1 ANCHOR

STA. 902+19.68, 16.79’ RT

TP 12A ANCHOR

BEGIN T-BEAM GUARDRAIL

TYPE T-BEAM GUARDRAIL (TYP)

STA. 903+94.67, 16.81’ RT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

STA. 902+49.90, 16.91’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

E 2235905.1637 N 1433243.0407

STA. 901+50.00

BEGIN PROJECT

E 2235968.1098

N 1433510.7347

STA. 904+25.00

END PROJECT

CURVE #1

E= 0.12

R= 800.00

L= 28.27

T= 14.14

E= 2235964.6487

N= 1433497.9617

PI Sta= 904+11.77

Curve# 1

STA. 903+95.00, 29.35’ LT

TP 1 ANCHOR

END T-BEAM GUARDRAIL

RESET SIGN

CREEK SIGN

RESET MARSH

RESET SIGN

CREEK SIGN

RESET MARSH

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

LP

LP

LP

LP

LP LP

PARTNERS LLC

GLENRIDGE GREEN

N/F

JEN GEORGIA 4 LLC

N/F

LAKE LLC

AMFP III GLEN

N/F

APARTMENTS

GLENRIDGE PARK

N/F

25’ BUFFER (TYP)

PERENNIAL STREAM

M A R S H

C R E

13-0010

CONSTRUCTION PLAN

6’-0"

F A

R B

TYPICAL SECTION (RT) #17

6’-0"

F A

R

TYPICAL SECTION (LT) #16

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

6995 RIVERSIDE DRIVE

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

13-0010b.dgn

12:55:43 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

RIVERSIDE DRIVE

CONST CL

TYPE T BEAM GUARDRAIL

TP 1 ANCHOR

TYPE T BEAM GUARDRAIL

TYPE T BEAM GUARDRAIL

TP 1 ANCHOR

P C

P T

P T

STA. 1003+10.83, 18.62’ RT

BEGIN GRAVITY WALL

REMOVE EXISTING FENCE

STA. 1002+91.82, 18.64’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

STA. 1004+40.45, 19.89’ LT

TP 12A ANCHOR

END T-BEAM GUARDRAIL

E 2227169.4834

N 1435418.4596

STA. 1002+50.00

BEGIN PROJECT

E 2227377.7654

N 1435583.2807

STA. 1005+25.00

END PROJECT

TIE TO EXISTING WALL

STA. 1003+21.64, 18.43’ RT

END GRAVITY WALL

CURVE #1

CURVE #2

E= 1.73

R= 796.35

L= 104.91

T= 52.53

E= 2227015.2672

N= 1435398.0021

PI Sta= 1000+94.56

Curve# 1

E= 37.33

R= 299.19

L= 284.51

T= 154.04

E= 2227296.7417

N= 1435433.2705

PI Sta= 1003+78.08

Curve# 2

STA. 1003+32.93, 23.38’ RT

BEGIN T-BEAM GUARDRAIL

STA. 1004+24.85, 25.67’ RT

GA. STD. 4386

10.0’ PRECURVED GUARDRAIL, R=8’

END T-BEAM GUARDRAIL

RESET SIGN

EXIST R/W

EXIST R/W

EX

IS

T R/

W

EX

IS

T R/

W

LP

LP

LP

LP

LP

LP

LP

& SABA O MEAH

KAMRAN M SIDDIQUI

N/F

LAURIA

MARSHA J

N/F

HOLDING L P

MC DONALD

N/F

HOLDING L P

MC DONALD

N/F

MC DONALD

JOAN AGNES

N/F

& SABRINA G MC NERNEY

KEVIN M

N/F

CATHERINE HOLTEN

RYAN J SNIDER &

N/F

& BRENDA S GARCIA

PEDRO F

N/F

BASIN GA. STD. 1033D

RECONSTRUCT CATCH

25’ BUFFER (TYP)

PERENNIAL STREAM

MARSH CREEK

13-0011

CONSTRUCTION PLAN

14’-0"

10:1

3’-6"

9031L

GA. STD.

F A

R

TYPICAL SECTION #21

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

JOHNSON FERRY ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0011b.dgn

7:51:39 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

S E E

S

H E E T

M A T

C H

L I

N E

S T

A

JOHNSON FERRY ROAD

P

LCONST B

STA. 71+13.42, 12.92’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

E 2224437.4819

N 1434591.8462

STA. 71+00.00

BEGIN PROJECT

STA. 71+84.03, 14.95’ LT

END T-BEAM GUARDRAIL

BEGIN W-BEAM GUARDRAIL

20.00’ LT

STA. 73+93.00,

END GRAVITY WALL

20.00’ LT

STA. 72+78.00,

BEGIN GRAVITY WALL

RESET SIGN

RESET SIGN

RESET SIGN

EXIST R/

W

EXIST R/W

LP

LP

LP

8 LLC

NAZAR HOLDINGS

N/F

CITY OF SANDY SPRINGS

N/F

CITY OF SANDY SPRINGS

CHATTAHOOCHEE RIVER

13-0012

CONSTRUCTION PLAN

14’-0"

10:1

3’-6"

9031L

GA. STD.

F A

R

TYPICAL SECTION #20

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

JOHNSON FERRY ROAD

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

13-0012b.dgn

1:02:00 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

S E E

S

H E E T

M A T C

H

L I

N E

S T

A

S E E

S

H E E T

M A T

C H

L I

N E

S T

A

JOHNSON FERRY ROAD

CURVE #3

CURVE #2

CURVE #1

R I

V E R S I

I

V E

D.S.= 0

E= 0.12

R= 6836.79

L= 81.70

T= 40.85

E= 2224683.6840

N= 1434341.4876

PI Sta= 74+51.13

Curve# 1

D.S.= 0

E= 0.60

R= 1508.89

L= 85.31

T= 42.67

E= 2224792.6469

N= 1434228.0038

PI Sta= 76+08.46

Curve# 2

D.S.= 0

E= 0.18

R= 144.69

L= 14.30

T= 7.16

E= 2224914.6911

N= 1434114.4944

PI Sta= 77+75.11

Curve# 3

P

P

P

P

P

P

P

LCONST B

TYPE W BEAM GUARDRAIL (TYP)

STA. 75+40.34, 60.42’ LT

TP 1 ANCHOR

END W-BEAM GUARDRAIL

TP 1 ANCHOR

STA. 74+62.70, 145.63’ LT

GA. STD. 4386

25’ PRECURVED GUARDRAIL, R=15’

END W-BEAM GUARDRAIL

RESET SIGN

RESET SIGN

RESET SIGNS (TYP.)

20.00’ LT

STA. 73+93.00,

END GRAVITY WALL

EXIST R/W

EXIST R/W

LP

YUE ZHOU

RAY CHIH &

N/F

& VANESSA FORD

CLIFFORD H

N/F

GHEORGHE AGRICI

GUARDRAIL

REMOVE EXIST.

13-0013

CONSTRUCTION PLAN

14’-0"

10:1

3’-6"

9031L

GA. STD.

F A

R B

TYPICAL SECTION #19

25.00’ LT

80+82.49

25.00’ LT

81+97.99

20.32’ LT

25.00’ LT

82+50.00

20.86’ LT

80+83.60

25.00’ LT

82+16.97

Engineering, Planning, and Environmental Consultants

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

JOHNSON FERRY ROAD

REVISION DATES

2/18/2026

Jacob.Bastien

GPLOT-V8

13-0013b.dgn

1:05:23 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

S E E

S

H E E T

M A T

C H

L I

N E

S T

A

S E E

S

H E E T

M A T

C H

L I

N E

S T

A

JOHNSON FERRY ROAD

CURVE #5

CURVE #4

D.S.= 0

E= 0.55

R= 233.80

L= 32.05

T= 16.05

E= 2224983.4773

N= 1434036.5011

PI Sta= 78+79.09

Curve# 4

D.S.= 0

E= 2.72

R= 1088.67

L= 153.89

T= 77.07

E= 2225166.9570

N= 1433878.4914

PI Sta= 81+21.18

Curve# 5

0 8

P

P

P

P

LCONST B

STA 80+99.51, 16.50’ LT

TP 1 ANCHOR

BEGIN W-BEAM GUARDRAIL

STA 78+82.21, 16.50’ LT

TP 12A ANCHOR

END W-BEAM GUARDRAIL

STA. 81+08.00, 20.00’ RT

BEGIN GRAVITY WALL

STA. 82+37.50, 20.00’ RT

END GRAVITY WALL

RESET SIGN

REQ’D R/W

2 1

EXIST R/W

EXIST

R/W

EXIST R/W

EXIST

R/W

L P

LP

LP

LP

L P

LP

& MADALYN C EMERSON

JAMES L

N/F

& KAY W BROADRICK

LAWSON K

N/F

EBENEZER FRANS

N/F

GHEORGHE AGRICI

N/F

YUE ZHOU

RAY CHIH &

N/F

YUE ZHOU

RAY CHIH &

N/F & HOLLY HAILEY

JULIAN

EXIST. GUARDRAIL

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

13-0014

CONSTRUCTION PLAN

F A

R B

14’-0"

TYPICAL SECTION #18

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

JOHNSON FERRY ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0014b.dgn

7:52:30 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

S E E

S

H E E T

M A T C

H

L I

N E

S T

A

JOHNSON FERRY ROAD

CURVE #6

D.S.= 0

E= 19.33

R= 420.74

L= 250.31

T= 128.98

E= 2225571.8292

N= 1433415.4660

PI Sta= 87+35.99

Curve# 6

P

P

LCONST B

E 2225737.8357

N 1433371.7719

STA. 89+00.00

END PROJECT

STA. 88+18.82, 16.50’ LT

TP 12A ANCHOR

END W-BEAM GUARDRAIL

EXIST R/W

EXI

ST

R/W

EXI

ST

R/W

EXIST R/W

LP

LP

LP

LP

LPLP

ALAN MC RAE

N/F

& MADALYN C EMERSON

JAMES L

N/F

& HOLLY HAILEY

JULIAN

N/F & SANDRA A GOSCH

STEPHAN C

N/F

W ET AL

FRANK DAVIS

N/F

KEIN STINE

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

13-0015

CONSTRUCTION PLAN

F A

R B6’-0"

3’-6"

10:1

9031L

GA. STD.

TYPICAL SECTION #22

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

7910 COLQUITT ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

13-0015b.dgn

7:52:47 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

COLQUITT ROAD

CONST BL

P

P

E= 1.56

R= 570.00

L= 84.29

T= 42.22

E= 2241795.4998

N= 1445221.5044

PI Sta= 41+56.50

Curve# 1

E 2241796.1199

N 1445665.1621

STA. 46+00.00

END PROJECT

E 2241772.2263

N 1445066.7488

STA. 40+00.00

BEGIN PROJECT

CURVE #1

STA. 40+50.52, 12.69’ LT

TP 1 ANCHOR

BEGIN T-BEAM GUARDRAIL

15.47’ LT

STA. 41+03.00,

BEGIN GRAVITY WALL

11.31’ LT

STA. 44+68.00,

END GRAVITY WALL

CUL-DE-SAC

OVERTON HILLS

STA. 45+13.76, 8.00’ LT

TP 12A ANCHOR

END T-BEAM GUARDRAIL

TYPE T-BEAM GUARDRAIL

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

LP

LP

LP

LP

ROBIN LOVE

N/F

NAJARIAN CAPITAL LLC

N/F

PACIFIC VENTURES INC

N/F

HELEN KANN

N/F

POLLINGER

DARRYL JAMES

RETAINING WALL ENVELOPES

31-0001

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PLAN

SCALE 1" = 10’

PROFILE

SCALE 1" = 10’

ALONG FRONT FACE OF WALL

10:1

3’-6"

F A

R B

N.T.S.

GA STD 9031L

GRAVITY WALL

8’-0"

WALL ELEV

BOTTOM OF

GRAVITY WALL

GA STD 9031L

WALL ELEV

TOP OF

EXIST. GROUND

1’-0" MIN

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

31-0001b.dgn

7:52:59 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

30 NORTHWOOD DRIVE

GUARDRAIL REPLACEMENT

SCALE IN FEET

0 20 40

LP

NORTHWOOD DRIVE

EXIST R/W

CONST BL

E L E

V

S T

A

B E

G I

G

A V I

Y

L L

FACE OF WALL

E L E

V

TYPE 9031L GRAVITY WALL, TOTAL LENGTH = 107.22’

13.50’ RT

STA. 81+72.00,

BEGIN GRAVITY WALL #1

13.50’ RT

STA. 82+79.22,

END GRAVITY WALL #1

930930

930930

EXISTING GROUND

BOTTOM OF WALL

E L E

V

E L E

V

S T

A

E L E

V

S T

A

E

A V I

L L

E L E

V

S T

A

E L E

V

TOP OF WALL

E L E

V

E L E

V

S T

A

E L E

V

1 E L E

V

S T

A

E L E

V

31-0002

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

10:1

3’-6"

F A

R B

N.T.S.

GA STD 9031L

GRAVITY WALL

14’-0"

PROFILE

SCALE 1" = 10’

ALONG FRONT FACE OF WALL

PLAN

SCALE 1" = 10’

WALL ELEV

BOTTOM OF

GRAVITY WALL

GA STD 9031L

WALL ELEV

TOP OF

EXIST. GROUND

1’-0" MIN 11

b

3/28/2023

Natalie.Stuetzer

GPLOT-V8

31-0002b.dgn

7:53:12 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

GUARDRAIL REPLACEMENT

SCALE IN FEET

0 20 40

JOHNSON FERRY ROAD

FACE OF WALL

JOHNSON FERRY ROAD

LCONST B

CURVE #1

P

P

20.00’ LT

STA. 73+90.00,

END GRAVITY WALL #2

855855

E L E

V

E L E

V

E L E

V

E L E

V

TOP OF WALL

BOTTOM OF WALL

EXISTING GROUND

20.00’ LT

STA. 72+78.00,

BEGIN GRAVITY WALL #2

TYPE 9031L GRAVITY WALL, TOTAL LENGTH = 115.50’

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

E L E

V

S T

A

L T

B E

G

A V I

L L

E L E

V

E L E

V

S T

A

L T

E

A V I

L L

31-0003

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

10:1

3’-6"

F A

R B

N.T.S.

GA STD 9031L

GRAVITY WALL

14’-0"

PROFILE

SCALE 1" = 10’

ALONG FRONT FACE OF WALL

PLAN

SCALE 1" = 10’

WALL ELEV

BOTTOM OF

GRAVITY WALL

GA STD 9031L

WALL ELEV

TOP OF

EXIST. GROUND

1’-0" MIN

20.32’ LT

25.00’ LT

82+50.00

25.00’ LT

80+82.49

20.86’ LT

80+83.60

25.00’ LT

81+97.99

25.00’ LT

82+16.97

Jacob.Bastien

GPLOT-V8

31-0003b.dgn

1:27:56 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20210226-00

PROJECT NUMBER

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

GUARDRAIL REPLACEMENT

SCALE IN FEET

0 20 40

LP

FACE OF WALL

JOHNSON FERRY ROAD

LP

TOP OF WALL

BOTTOM OF WALL

P

EXIST R/W

REQ’D R/W

CURVE #5 JOHNSON FERRY ROAD

E L E

V

S T

A

L T

E

A V I

L L

E L E

V

S T

A

L T

B E

G

A V I

L L

EXISTING GROUND

STA. 81+08.00, 21.00’ LT

BEGIN GRAVITY WALL #3

STA. 82+37.50, 21.00’ LT

END GRAVITY WALL #3

E L E

V

TYPE 9031L GRAVITY WALL, TOTAL LENGTH = 129.50’

910910

910910

E L E

V

E L E

V

E L E

V

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

E L E

V

S T

A

L T

E 2225284.8358

N 1433743.6812

Engineering, Planning, and Environmental Consultants

RETAINING WALL ENVELOPES

31-0004

3’-6"

F A

R B

N.T.S.

GA STD 9031L

GRAVITY WALL

N.T.S.

GA STD 9031L

GRAVITY WALL

6’-0"

PROFILE

SCALE 1" = 10’

ALONG FRONT FACE OF WALL

PLAN

SCALE 1" = 20’

10:1

WALL ELEV

BOTTOM OF

GRAVITY WALL

GA STD 9031L

WALL ELEV

TOP OF

EXIST. GROUND

1’-0" MIN

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

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS GUARDRAIL REPLACEMENT

7910 COLQUITT ROAD

REVISION DATES

3/28/2023

Natalie.Stuetzer

GPLOT-V8

31-0004b.dgn

7:53:36 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NUMBER

202110226-00

FACE OF WALL

E L E

V

S T

A

L T

B E

G

A V I

L L

E L E

V

E L E

V

S T

A

L T

E

A V I

L L

E L E

V

TOP OF WALL

BOTTOM OF WALL

EXISTING GROUND

TYPE 9031L GRAVITY WALL, TOTAL LENGTH = 365.00’

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

E L E

V

S T

A

L T

EXIST R/W

EXIST R/W EXIST R/W

LP

LP

LP

LP

ROBIN LOVE

N/F

NAJARIAN CAPITAL LLC

N/F

HELEN KANN

N/F POLLINGER

DARRYL JAMES

N/F

LP

COLQUITT ROAD

CONST BL

P

P

15.47’ LT

STA. 41+03.00,

BEGIN GRAVITY WALL

11.31’ LT

STA. 44+68.00,

END GRAVITY WALL

GUARDRAIL REPLACEMENT

-0001

SPECIAL CONSTRUCTION DETAIL

38- Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

2�"

1�"

3�" 1"1�"

1’

7"

1�" 1’

TOP PLATE BOTTOM PLATE

TOP PLATE

BOTTOM PLATE

GUARDRAIL CONNECTION DETAIL - AT SIDEWALK

(BRANDON MILL ROAD AND KINGSPORT DRIVE)

1�

1� c W6X16 POST

4"

7" c BOLT

GDOT STANDARD 4385

AND CONNECT TO POST PER

WITH MODIFIED OFFSET BLOCK

PROVIDE ‘T" BEAM GUARDRAIL

WITH FACE OF CURB

ALIGN FACE OF RAIL

1’-8"

3�"

3�"

4�"4�"

9"

�"3�"

= c TOP PLATE c W6X16 POST c 1�" DIA. HOLES c W6X16 POST c 1�" DIA. HOLES

HEX NUTS AND WASHERS

FULLY THREADED WITH

(4) - 1�" l ANCHOR BOLTS

COUNTERSUNK SCREWS EA. POST

PINE. ATTACH WITH 4 - #8

TREATED SOUTHERN YELLOW

1X6 RUB RAIL, #1 PRESSURE

4�"

�"3�" c W6X16 POST c 1�" DIA. HOLES 1�"

1�

1�

= c TOP PLATE c W6X16 POST c 1�" DIA. HOLES

2�"

3"4"

= c TOP PLATE c W6X16 POST c �" DIA. HOLES1�

1� c �" DIA. HOLES c ANCHORAGE = c PEDESTRIAL RAIL =

EDGE OF DECK

EDGE OF PLATE =

12" X 9" X 1" PL 12" X 7" X �" PL

10" X 7" X �" PL

AT 6’-3" O.C. MAX.

W6X16 POST, SPA.

X2CB20406), OR APPROVED EQUIVALENT

PANELS, L = 6’-0", H = 3’-6" (MODEL:

AMERISTAR AEGIS II XTREME, 2 RAIL

AND MANUFACTUER SPECIFICATIONS

GDOT (EPOXY ADHESIVE RESINS TYPE VIII)

APPROVED EQUIVALENT IN ACCORDANCE WITH

HILTI HIT-RE 500 ADHESIVE EPOXY, OR

EQUIVALENT. INSTALL ANCHOR RODS USING

HEX NUTS AND WASHERS, OR APPROVED

(2) - �" HILTI HAS ANCHOR RODS WITH

PEDESTRIAN RAIL PLATE

PEDESTRIAN RAIL PLATE

SEE NOTE 5

EXISTING CURB TO BE REMOVED,

REVISION DATES

10/29/2021 gavin.good

GPLOT-V8

38-0001.dgn

6:09:20 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

0 40 80

MEASURES IN THE OVERALL BID SUBMITTED.

BARRIER, IF REQUIRED, SHALL USE METHOD 1 ANCHORAGE ONLY. INCLUDE THE COST NECESSARY FOR TEMPORARY

TEMPORARY BRIDGE BARRIER IN ACCORDANCE WITH GDOT STANDARD 4961 MAY BE REQUIRED. TEMPORARY BRIDGE

PROTECTION THROUGHOUT THE DURATION OF CONSTRUCTION. A TEMPORARY SIDEWALK CLOSURE, OR THE USE OF

1 1. FALL PROTECTION - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE VEHICULAR AND PEDESTRIAN FALL

REINFORCEMENT, WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

PRICE BID SUBMITTED. THIS INCLUDES THE COST OF REMOVAL OF THE EXISTING CURB, PROTECTION OF EXISTING

GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS IN THE OVERALL

10. INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE

PRICE BID FOR ’LS STRUCTURAL STEEL"

INCLUDE ALL COST NECESSARY TO FURNISH AND INSTALL THE GUARDRAIL AND PEDESTRIAN RAIL ANCHORAGE IN THE

9. GUARDRAIL AND PEDESTRIAN RAIL ANCHORAGE TO EXISTING BRIDGE SHALL BE PAID FOR AS LS STRUCTURAL STEEL.

CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO COMMENCING INSTALLATION.

ONSITE TRAINING FOR ALL ANCHORING PRODUCTS SPECIFIED AND PROVIDE WRITTEN DOCUMENTATION THAT ALL OF THE

8. EPOXY ADHESIVE RESIN - CONTRACTOR SHALL ARRANGE FOR THE MANUFACTURER’S REPRESENTATIVE TO PROVIDE

GDOT QPL.

CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS MUST BE ON THE

PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS

7. EPOXY ADHESIVE RESIN - SUBSTITUTION REQUESTS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD

ENGINEER IMMEDIATELY.

INSTALLATION OF ANCHOR BOLTS. IF A CONFLICT IS IDENTIFIED IN THE FIELD, CONTRACTOR SHALL NOTIFY THE

6. EXISTING REINFORCEMENT - CONTRACTOR SHALL TAKE CARE TO AVOID EXISTING REINFORCEMENT DURING

MANUFACTURER SPECIFICATIONS TO PROVIDE A SMOOTH SURFACE, LEVEL TO WITHIN �" OF THE ADJACENT SIDEWALK.

AFTER REMOVAL OF THE CURB, APPLY A TYPE VI EPOXY ADHESIVE RESIN IN ACCORDANCE WITH GDOT AND

5. REMOVAL OF EXISTING CURB - CONTRACTOR SHALL REMOVE EXISTING CURB TO �" BELOW ADJACENT SIDEWALK.

(EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTORDES FOR MANUAL SHIELDED ARC WELDING.

CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX

4. WELDING - ALL WELDING SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A

DISCREPENCIES IN THE PLANS.

TO ORDERING MATERIALS OR BUILDING FORMS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY

3. DIMENSIONS AND ELEVATIONS - CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR

2. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR 55.

1. ALL STEEL FOR POSTS AND BASE PLATES SHALL CONFORM TO ASTM A709, GR 50.

NOTES:

GUARDRAIL REPLACEMENT

-0002

SPECIAL CONSTRUCTION DETAIL

38- Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

(BRANDON MILL ROAD) (JETT ROAD) (KINGSPORT DRIVE AND GLENRIDGE DRIVE)

c W8X28 POST

1�

1�

1"

14"

1�"

GDOT STANDARD 4385

AND CONNECT TO POST PER

WITH STANDARD OFFSET BLOCK

PROVIDE ‘T" BEAM GUARDRAIL

GDOT STANDARD 4385

AND CONNECT TO POST PER

WITH STANDARD OFFSET BLOCK

PROVIDE ‘T" BEAM GUARDRAIL

GDOT STANDARD 4385

AND CONNECT TO POST PER

WITH STANDARD OFFSET BLOCK

PROVIDE ‘T" BEAM GUARDRAIL

HEX NUTS AND WASHERS

FULLY THREADED WITH

(8) - 1�" l ANCHOR BOLTS

AT 6’-3" O.C. MAX.

W8X28 POST, SPA. AT 6’-3" O.C. MAX.

W8X28 POST, SPA.

AT 6’-3" O.C. MAX.

W8X28 POST, SPA.

EA. CONNECTION

HEX NUTS AND WASHERS,

FULLY THREADED WITH

(8) - 1�" l ANCHOR BOLTS c EXISTING BEAM c EXISTING BEAM

HEX NUTS AND WASHERS

FULLY THREADED WITH

(8) - 1�" l ANCHOR BOLTS

WITH FACE OF CURB

ALIGN FACE OF RAIL

WITH FACE OF CURB

ALIGN FACE OF RAIL

GUARDRAIL CONNECTION DETAIL GUARDRAIL CONNECTION DETAIL GUARDRAIL CONNECTION DETAIL c POST PLATE

TAPERED WASHER, TYP.SPLICE PLATE

SECTION A-A

W10X49 SPACER BEAM

SPLICE PLATES

SPLICE PLATES

c SPLICE PLATE c SPLICE PLATE

SPLICE PLATE SLOPED SPLICE PLATE

SLOPED SPLICE PLATESPLICE PLATE

SPLICE PLATE

c SPLICE PLATE

1�

1�

1" c SPLICE PLATE c 1�" DIA. HOLES c SPLICE PLATE = c W8X28 POST

3�"3�"1�"

7" 7"

1�"

1�"

9" X 14" X 1" PL

c 1�" DIA. HOLES

REVISION DATES

10/29/2021 gavin.good

GPLOT-V8

38-0002.dgn

5:56:56 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

0 40 80

-0003

SPECIAL CONSTRUCTION DETAIL

38- Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

10/29/2021 gavin.good

GPLOT-V8

38-0003.dgn

5:55:05 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

0 40 80

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

NUMBER(SUBMITTED)

(APPROVED)

DES.

CHK.

B Y

R E

V

IS

IO

N D

A T

E

STANDARD

DIRECTION OF TRAFFIC

2ƒ"

0.10"

(T

P

"R

‚"R

TYP.

1• "ƒ

3"

2"

B

B

D

INSTALLATION

GUARDRAIL

TYPICAL

AT TURNOUTS

TRAFFIC FLOW

APPROACH END-BRIDGE OR CONCRETE BARRIER

TRAFFIC FLOW

C B A

ALONG ROADSIDE

TRAFFIC FLOW

TYPICAL GUARDRAIL INSTALLATION

B A

TRAILING END-BRIDGE OR CONCRETE BARRIER

B

A

B

C

D

GENERAL NOTES:

OR CONC. BARRIER

BRIDGE END

BUTTONHEAD BOLT

ATTACH UNDER

DRWN.

CHIEF ENGINEER

REFLECTORIZED WASHER DETAILS

NOSE STRIPING DETAILS

45°

45°

TRAFFIC IS ON RIGHT SIDE)

(ROTATE 90° WHERE APPROACH

12"

1 …"

2ƒ" YELLOW

2ƒ" BLACK

T R

A F

IC

ID

E

WITH ROUNDED NOSE)

(REQUIRED FOR ANCHORAGE

45°

45°

TRAFFIC IS ON RIGHT SIDE)

(ROTATE 90° WHERE APPROACH

18"

4" YELLOW

2"

4" BLACK

T R

A F

IC

ID

E

IMPACT HEADS)

WITH EXTRUDER OR

(REQUIRED WITH ANCHORAGE

R M

U A

S E

S

T R

IP

IN

G 1-

R M

U R

E F

L E

C

S H

S P

E C

1-

BLACK GLOSS DURABLE INK PRINTED ON

TYPE IX REFLECTIVE SHEETING

(SEE CURRENT SEC. 913 AND 917)

SHALL COVER SIDE FACING TRAFFIC

REFLECTIVE SHEETING TYPE IX (SEC. 913)

G L

O R

E V

R E F

L E

C T

IV

E

S H

T Y

P E

B J

Q

SPACING OF REFLECTORIZED WASHERS AND DELINEATORS

REFLECTORIZED DELINEATOR

ANCHORAGE NOSE STRIPING

WASHERS, DELINEATOR AND

REFLECTORIZED GUARDRAIL

NO SCALE REV. & REDR. APRIL, 1999

A D

D

'R

IL

L

IN

E A

T O

R

DELINEATOR

REFLECTORIZED

WASHER

REFLECTORIZED

A

V

IS

N

N O

T E

6•" MIN.

M

IN

M

IN

3" MIN.

DELINEATOR

REFLECTORIZED

REFLECTORIZED WASHER DETAILS

INSTALLATION

TYPICAL GUARDRAIL

INSTALLATION

TYPICAL GUARDRAIL

CONC. BARRIER

BRIDGE END OR

STATE DESIGN POLICY ENGINEER

ALTERNATE DELINEATOR DETAILREFLECTORIZED DELINEATOR LOCATION DETAIL

EXISTING GUARDRAIL WITHOUT EXISTING GUARDRAIL WASHERS.

GUARDRAIL, EXISTING…