Project Plans ITB _25_159.pdf

SHEET NO. SHEET NO. DESCRIPTIONDESCRIPTION

INDEX

02-

DWG NO. DWG NO.

56-001 - 56-008

55-001

54-001 - 54-015

53-001 - 53-002

52-001 - 52-006

51-001 - 51-005

50-001

EROSION CONTROL PLANS - CONSTRUCTION STANDARDS AND DETAILS

EROSION CONTROL PLANS - WATERSHED AND SITE MONITORING LOCATIONS

EROSION CONTROL PLANS - BMP LOCATION DETAILS

EROSION CONTROL PLANS - DRAINAGE AREA MAP

EROSION CONTROL PLANS - LEGEND AND UNIFORM CODE SHEET

EROSION CONTROL PLANS - GENEREAL NOTES SHEET

EROSION CONTROL PLANS - COVER SHEET

60-002 - 60-008

60-001

RIGHT OF WAY PLANS - PLAN AND DESCRIPTION SHEETS

RIGHT OF WAY PLANS - COVER SHEET

GEORGIA STANDARDS

CONSTRUCTION DETAILS

SIGNING AND MARKING PLANS

UTILITY PLANS

EARTHWORK CROSS SECTIONS - MAINLINE

DRAINAGE PROFILES

DRAINAGE AREA MAP

DRIVEWAY PROFILE SHEETS

MAINLINE PROFILE SHEETS

MAINLINE PLAN SHEETS

CONSTRUCTION LAYOUT SHEET

QUANTITIES ON CONSTRUCTION

QUANTITIES ON AMENDMENT

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

GENERAL NOTES

REVISION SUMMARY

INDEX SHEET

COVER SHEET

CONSTRUCTION DETAILS REVISION DATE

REVISION DATEGEORGIA STANDARDS

08/1999

10/1981

06/1975

08/1999

08/1999

09/2001

11/2019

11/1999

06/2006

01/2005

10/1999

04/2006

10/1987

08/1985

04/1996

08/1995

07/1985

01/2021

03/2006

03/2006

SET CAN BE ACCESSED AND DOWNLOADED FROM THE GDOT WEBSITE.

GEORGIA DOT STANDARDS AND DETAILS THAT ARE NOT INCLUDED IN THIS PLAN

41-001 - 41-022

40-001 - 40-012

26-001 - 26-005

24-000 - 24-005

23-001 - 23-018

22-001 - 22-004

21-001 - 21-002

17-001 - 17-001

15-001 - 15-003

13-001 - 13-005

11-001

08-001

07-001

06-001 - 06-004

05-001 - 05-004

04-001 - 04-002

03-001

02-001

01-001

PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY

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

SAFETY GRATE AND WEIR OPENINGS

DITCH DROP INLET WITH FABRICATED

SPACING AND ALIGNMENT REQUIREMENTS

DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE

CONCRETE SIDEWALK DETAILS CURB CUT RAMPS

4’ CORRUGATED CONCRETE MEDIAN

ADDITIONAL PAVING AT STREET INTERSECTION

PLACING PAVEMENT ADJACENT TO GUTTER

6" OR 8" VALLEY GUTTER AT DRIVE

CONCRETE VALLEY GUTTER AT STREET INTERSECTION

CONCRETE VALLEY GUTTERS

DRIVEWAYS WITH TAPERED ENTRANCES

T11A

T-3A

D4

A4

A3

A2

A1

DETAILS OF SIGN PLATES

REVISION DATECONSTRUCTION DETAILS (CONTINUED)

01/2000

DETAILS PAVEMENT MARKING ARROW LOCATION 01/2000T-12A

T-1

T-12B 11/2020DETAILS PAVEMENT MARKING-ARROWS

07/2024T-14 DETAILS PAVEMENT MARKING-HATCHING

09/2016T-15A DETAILS RAISED PAVEMENT MARKER LOCATIONS

T-15C 09/2011DETAILS RAISED PAVEMENT MARKERS

07/2024

07/2002

10/2000

06/2009

09/2016

07/2011

07/2011

1001-B

1011-A

1011-A PRECAST

1019-A

1019-A PRECAST

1030-D1

1030-P

1122-3

9031H

9031N

9031S

9031T

9031U

9032B

PIPE CULVERT CONCRETE HEADWALL

BRICK MANHOLES

PRECAST REINFORCED CONCRETE MANHOLE

DROP INLETS BUILT-IN-PLACE

PRECAST DROP INLET

CONCRETE AND METAL PIPE CULVERTS

THERMOPLASTIC PIPE

DRAIN INLET FOR YARD DRAINS

FLARED END SECTIONS

SAFETY END SECTIONS (CONCRETE) ALTERNATE 3

TAPERED INLET-OUTLET HEADWALL (BUILT IN PLACE)

DETAILS OF MARKERS FEDERAL AND STATE R/W MARKERS

PLUGGING DRILL WELL; STATIONING OF CONCRETE

PAVEMENT; CONCRETE SLAB WELL COVER; TURNOUTS RURAL

CHAIN LINK WIRE FENCE

MEDIAN DROP INLET (PRECAST OR BUILT IN PLACE)

AND CONCRETE APRON

ISOMETRIC VIEW OF SIDE ROAD OR DRIVE

FLARE DETAILS AT BRIDGE ENDS

PRECAST OR BUILT IN PLACE JUNCTION BOXES;

PIPE COLLARS; PIPE ELBOW AND PIPE CURVED ALIGNMNET

CONCRETE CURB AND GUTTER;

CONCRETE CURBS; CONCRETE MEDIANS

TRAFFIC CONTROL GENERAL NOTES,

STANDARD LEGEND, MISC. DETAILS

TRAFFIC CONTROL DETAIL FOR ONE LANE

CLOSURE ON A TWO LANE HIGHWAY

1033D 08/1982CATCH BASINS (FOR USE WITH 6" OR 8" HT CURB & GUTTER)

1033DP 09/1982

& GUTTER IN SAGS OR LOW POINTS)

PRECAST CATCH BASINS (FOR USE WITH 6" OR 8" HT CURB

1034D 08/1982

1034DP 09/1982

GUTTER IN SAGS OR LOW POINTS)

CATCH BASINS (FOR USE WITH 6" OR 8" HT CURB &

& GUTTER IN SAGS OR LOW POINTS)

PRECAST CATCH BASINS (FOR USE WITH 6" OR 8" HT CURB

DRAWING No.

6/5/2025

USER:steve.daniel

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0150712_02-001.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

ENGINEERING SERVICES

11:10:16 AM

COUNTYSTATE

GA CLAYTON

DIVISION:

TRANSPORTATION & DEVELOPMENT

CLAYTON COUNTY DEPARTMENT OF

REVISION DATES

SCALE

CLA-15-712 133

001770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

REVISION SUMMARY

03-

SHEET NO.DATE REVISION SHEET NO.DATE REVISION

10/3/2024 edilidili

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0150712_03-001.dgn SHEET NO.PROJECT NUMBER

8:01:43 AM

DIVISION:

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

THERETO AS APPROVED BY THE FEDERAL HIGHWAY ANDMINISTRATION.

CONSTRUCTION OF ROADS AND BRIDGES 2013 EDITION AND SUPPLEMENTS

OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR THE

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

(EPD).

NATURAL RESOURCES (ga DNR) - ENVIRONMENTAL PROTECTION DIVISION

FOR SPECIFIC INFORMATION TO SUBMIT TO THE GEORGIA DEPARTMENT OF

2. A NOI IS REQUIRED FOR THIS PROJECT. REFER TO THE ESPC PLAN

WORK.

TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF

AND ARE NOT COVERED AS SPECIFIC ITEMS IN THE DETAILED ESTIMATE ARE

ALL UTILITY FACILITIES, WHICH ARE IN CONFLICT WITH THE CONSTRUCTION

THE CONTRACTOR HAS OTHERWISE FULLY COMPLIED WITH THE SPECIFICATIONS.

PRIOR TO THE DAMAGES OCCURRING, PROVIDING THE ENGINEER DETERMINES

PLANS AND THEIR EXISTENCE IS UNKNOWN TO THE CONTRACTOR

ABUTTING PROPERTY, WHEN SUCH FACILITIES ARE NOT SHOWN ON THE HIGHWAY

UTILITY FACILITIES OTHER THAN SERVICE FROM STREET MAINS TO

WILL NOT BE HELD RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED

ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. THE CONTRACTOR

MEANS ANY UTILITY THAT EXISTS ON THE HIGHWAY PROJECT IN ITS

REQUIREMENT EXCEPT AS NOTED BELOW. "EXISTING UTILITY FACILITIES"

NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER THIS

LINES OR UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS WILL

AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE

HIGHWAY PLANS AND ARE NOT NECESSARILY ACCURATE IN LOCATION

3. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON

AND SPECIFICATIONS, "COOPERATION WITH UTILITIES".

ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GA DOT STANDARDS

COORDINATING THE MARKING OF UNDERGROUND UTILITIES. THE CONTRACTOR’S

CENTER TELEPHONE NUMBER 1-800-282-7411, FOR THE PURPOSE OF

CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO USE THE ONE CALL

4. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS

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

DOT STANDARDS AND SPECIFICATIONS.

ADJACENT PROPERTIES. REFER TO SUB-SECTION 107.07 OF THE GA

6. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO

ANY UNSUITABLE OR WASTE MATERIAL.

SUITABLE BORROW MATERIAL FOR THE PROJECT AND DISPOSE OF

7. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO FURNISH

OF MONUMENTS USED.

COORDINATE SYSTEM. SEE PLANS FOR LOCATIONS AND DESCRIPTIONS

8. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE

BE DISTURBED UNLESS OTHERWISE NOTED BY ENGINEER.

LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT

MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT

9. STRUCTURES, TREES, SHRUBS, AND OTHER LANDSCAPE PLANT

TO COMPLY WITH THE REQUIREMENT.

TRENCHES. NO SEPARATE PAYMENT WILL BE MADE FOR COST INCURRED

AND FEDERAL SAFETY REGULATIONS REGARDING PIPE INSTALLATION IN

10. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE,

DRAINGAE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED.

INCLUDE, BUT NOT LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING

IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY

11. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE

ETC.

THE ADJACENT LAWN, I.E. BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA,

MATCH ANY TYPE OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON

12. ALL GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO

NEW IMPROVEMENTS. This ITEM SHALL BE PAID FOR UNDER GRADING COMPLETE.

FOR DRIVEWAY ENCHROACHMENT CONTROL" MANUAL CHAPTER 9 TO INCORPORATE

BE REMOVED AND/OR RELOCATED PER GA DOT SPECIFICATIONS IN "THE REGULATIONS

15. ALL MAILBOXES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOULD

-DRIVEWAY CONCRETE, 6" THICK

CONCRETE - RESIDENTIAL -CONCRETE VALLET GUTTER, 6" THICK (iF APPLICABLE)

GRADED AGGREGATE BASE, 6"

ASPHALT - ASPH CONC 12.5mm SUPERPAVE (165 LBS/SY)

EASEMENTS NOT SHOWN ON THE PLANS SHALL BE ACQUIRED. DRIVES SHALL BE CONSTRUCTED USING:

LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. REQUIRED DRIVEWAY

OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO MAKING ANY REVISIONS TO

BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS. THE CONTRACTOR SHALL

BACK OF SIDEWALK UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL DRIVES SHALL

OR AS LOCATED IN THE PLANS. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE

CONSTRUCT NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS

RELOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL

COURSE FOR DIRT DRIVES UNLESS NOTED OTHERWISE IN THE PLANS. DRIVEWAY

I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE, AND AGGREGATE SURFACE

13. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE PLACED IN KIND

GENERAL NOTES

04-

WHERE PROPOSED CURBING IS TO BE INSTALLED.

14. THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT AT ALL LOCATIONS

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

10/31/2024 edilidili

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0150712_04-001.dgn SHEET NO.PROJECT NUMBER

1:30:25 PM

DIVISION:

001AT MT. ZION PRIMARY SCHOOL

PERFORATED UNDERDRAIN

PERMANENT SLOPE DRAIN

SIDE DRAIN

ADT > 250

ADT < 250

PLASTIC

C

O

N

C

R

E

T

E

C

R

O

S

S

D

R

A

I

N

S

T

O

R

M

D

R

A

I

N

Pipe Culvert Material Alternates

ADT < 250

NOTES:

1.

2.

3.

Allowable materials are indicated by an "X".

For Piedmont/Blue Ridge Region

> 10%

GRADE

< 10%

GRADE

TRAVEL BEARING

INTERSTATE AND

LONGITUDINAL

INSTALLATION

TYPE OF PIPE

AASHTO M-36

CORRUGATED STEEL

COATED

ZINC

PLAIN

ALUMINUM

UNCOATED

PLAIN

TYPE "S"

M-294

AASHTO

LINED

SMOOTHED

ETHYLENE

CORR. POLY-

M-196

AASHTO

ALUMINUM

CORRUGATED

ASTM F-949

INTERIOR

SMOOTH

CORRUGATED

(PVC)

CHLORIDE

POLY VINYL

X X X X

< 1,500

250 < ADT

< 15,000

1,500 < ADT

ADT > 15,000

X

X X X X

X X X X

X X X X

X

X X X

X X X

X X X X

X X X X X X

X X X X X X

* Bituminous Coated with Paved Invert) is utilized.

This type pipe can be used if the addition of Type "B" Coating (AASHTO M-190, Half

1030-D or 1030-P, whichever is applicable, and the Standard Specifications.

Structural requirements of storm drain pipe will be in accordance with Georgia Standard pipes (AASHTO M-294, HDPE pipe; AASHTO M-304, PVC pipe; ASTM F-949, PVC pipe).

Graded aggregate backfill shall be used in cross drain applications for all plastic

4.

material other than concrete is selected.

The Contractor shall provide additional storm sewer capacity calculations if a pipe

NON-TRAVEL BEARING

NON-INTERSTATE AND

LONGITUDINAL

STEEL

CORR.

(TYPE 2)

COATED

ALUMINUM

M-252

AASHTO

ETHYLENE

POLY-

CORR.

M-304

AASHTO

WALL

PROFILE

(PVC)

CHLORIDE

POLY VINYL

5.

or within five feet of an MSE wall face shall be Class V Concrete Pipe.

Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill, 6.

Rev. 03-22-10 above to determine allowable pipe materials.

Project specific pH and Resistivity values are entered into the respective boxes

SIGNING AND MARKING NOTES

INSTALLED PER GDOT SPECIFICATIONS.

3. ALL STRIPING, DIRECTIONAL ARROWS, ETC. SHALL BE THERMOPLASTIC AND

SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION.

METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC

5. NECESSARY BARRICADES, SUFFICIENT LIGHTING, SIGNS, AND OTHER TRAFFIC CONTROL

BE USED AS A CONNECTING JOINT PER gA DOT CONSTRUCTION STANDARD 1001B

CONNECTION AND IS IN GOOD CONDITION AND PROPER COVER IS AVAILABLE, THE HEADWALL MAY ga DOT CONSTRUCTION STANDARD 9031u. iF AN EXISTING HEADWALL IS AT THE POINT OF

16. ALL PIPE TO PIPE EXTENSIONS AND DEFLECTIONS SHALL USE A CONCRETE COLLAR AS PER

SHALL BE RED IN COLOR. tHE DEVICES SHALL BE PAID FOR UNDER 4 INCH SIDEWALK.

WARNING DEVICE INSTALLED PER GDOT DETAIL A4. ALL DETECTABLE DEVICES

INTERSECTIONS THAT DO NOT HAVE CURB RAMPS SHALL HAVE A DETECTABLE

17. all existing AND PROPOSED SIDEWALK APPROACHES AT ROADWAY

OF AT LEAST 4 INCHES. tHIS ITEM IS TO BE PAID FOR UNDER 4 INCH SIDEWALK.

FOR REPAIR SHALL MATCH EXISTING SIDEWALK WIDTHS AND HAVE A THICKNESS

18. all existing SIDEWALK AREAS DESIGNATED TO BE REMOVED AND REPLACED

PRICE FOR PIPE EXTENSIONS.

AND SILTATION. PAYMENT FOR CLEANING SHALL BE INCLUDED IN THE BID

19. CONTRACTOR SHALL CLEAN THE EXISTING CULVERT PIPES OF DEBRIS

DEVICES.

RULES AND REGULATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

2. tHE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL

1. THE CONTRACTOR WILL PERFORM ALL SIGNING AND MARKING ACTIVITIES

PROPOSED SIDEWALK UNLESS OTHERWISE SHOWN OR NOTED.

6. ALL SIGNS TO BE INSTALLED SHALL BE PLACED BEHIND THE

SPECIFICATIONS TO INCORPORATE NEW IMPROVEMENTS.

PROPOSED IMPROVEMENTS SHOULD BE REMOVED AND REPLACED PER GA DOT

4. ALL EXISTING STRIPING, SIGNAGE, UTILITIES, ETC. WHICH CONFLICT WITH

GENERAL NOTES

04- 770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

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0150712_04-002.dgn SHEET NO.PROJECT NUMBER

8:03:20 AM

DIVISION:

1335CLA-15-712

AT MT. ZION PRIMARY SCHOOL

TYPICAL SECTIONS

05-

10/1/2024 edilidili

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0150712_05-001.dgn SHEET NO.PROJECT NUMBER

8:52:19 AM

DIVISION:

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

12’-0"

VARIES

GADOT

LOWNDES

Existing Lane Existing Lane

L

12’-0"

Travel Lane

12’-0"

C

Widening

12’-0"

Travel Lane

2% 2%

Turn Lane

Widening*

5’-0"

Sidewalk

5’-0"

Sidewalk

6" TYP

12’-0"12’-0"

Travel Lane Travel Lane

EXISTING PAVEMENT

Turn Lane

STA. 146+40.00 TO 152+00.00

MT ZION ROAD TANGENT SECTION

STA. 139+30.45 TO 146+40.00

PROPOSED SIDEWALK BOTH SIDES

MT ZION ROAD

2%2%

4’-0"

LC

Profile Grade

E

GADOT

LOWNDES

A

B

C

D

A

B

C

D

A

EXISTING PAVED SHOULDERS

SAWCUT AND REMOVE

G

H

FF

0’-0" TO 7’-4"

VARIES

5’-5" TO 20’-7"

VARIES

2%

3:1 MAX

3:

MAX

3:1 MAX

3:

MAX

A

G

H

Widening

0’-0" TO 8’-6"

VARIES

Widening

0’-0" TO 8’-4"

VARIES

A

B

C

D

A

B

C

D

EXISTING PAVED SHOULDER

SAWCUT AND REMOVE

E

4’-6"2’-6" 4’-6" 2’-6"

F 2%

E

5’-0"

Sidewalk

4’-6"2’-6"

E 2% F

3:1 MAX

3:

MAX

2’-6"

Sidewalk

5’-0"4’-6"

MATCH EXIST. SLOPE

6" TYP

3:

MAX

3:1 MAX

B

A

C

REQUIRED:

D

E

F

G

H

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, (220 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, (220 LBS/SY)

GRADED AGGREGATE BASE COURSE INCL. MATL. (10")

6" X 30" CONC. CURB & GUTTER, GDOT STD 9032B TYPE 2

CONCRETE 4" SIDEWALK

MILLING, AS NEEDED

ASPHALT LEVELING, AS NEEDED

TYPICAL SECTION 1

TYPICAL SECTION 2

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0150712_05-002.dgn SHEET NO.PROJECT NUMBER

8:58:49 AM

DIVISION:

002770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

GADOT

LOWNDES

Existing Lane

L

12’-0"

Travel Lane

12’-0"

C

12’-0"

Travel Lane

2% 2%

Turn Lane

Widening

STA. 155+89.42 TO 157+46.00

MT ZION ROAD TANGENT SECTION

4’-0"

Profile Grade

A

B

C

D

A

EXISTING PAVED SHOULDERS

SAWCUT AND REMOVE

G

H

GADOT

LOWNDES

Existing Lane

L

12’-0"

Travel Lane

12’-0"

C

12’-0"

Travel Lane

2% 2%

Turn Lane

4’-0"

Profile Grade

A

B

C

D

A

EXISTING PAVED SHOULDERS

SAWCUT AND REMOVE

G

H

Existing Lane

Turn Lane

12’-0"

STA. 157+46.00 TO 159+00.00

STA. 152+00.00 TO 155+89.42

MT ZION ROAD TANGENT SECTION

Turn Lane

12’-0"

AND CONST. PLAN SHEETS

SEE CROSS SECTIONS

SLOPE VARIES

AND CONST. PLAN SHEETS

SEE CROSS SECTIONS

SLOPE VARIES

12’-0" TO 13’-6"

VARIES

Widening

Widening

Existing Lanes

Existing Lanes

2%

2%

5’-0"

Sidewalk

6" TYP

2%E F

3:1 MAX

3:

MAX

4’-6" 2’-6"

F 2%

E

5’-0"

Sidewalk

4’-6"2’-6"

3:

MAX

3:1 MAX

E 2% F

3:1 MAX

3:

MAX

2’-6"

Sidewalk

5’-0"4’-6"

6" TYP

F 2%

E

5’-0"

Sidewalk

4’-6"2’-6"

3:

MAX

3:1 MAX

B

A

C

REQUIRED:

D

E

F

G

H

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, (220 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, (220 LBS/SY)

GRADED AGGREGATE BASE COURSE INCL. MATL. (10")

6" X 30" CONC. CURB & GUTTER, GDOT STD 9032B TYPE 2

CONCRETE 4" SIDEWALK

MILLING, AS NEEDED

ASPHALT LEVELING, AS NEEDED

TYPICAL SECTION 4

TYPICAL SECTION 3

A

B

C

D

3’-6" TO 5’-0"

VARIES

4’-6" TO 12’-4"

VARIES

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0150712_05-003.dgn SHEET NO.PROJECT NUMBER

9:04:40 AM

DIVISION:

003770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

SLOPE = RATE OF S.E.

Travel Lane

12’-0"

TO

0’-0"

12’-0"

Travel Lane

12’-0"

GADOT

LOWNDES

LC

VARIES

Transition Lane

EXISTING PAVEMENT

Widening

STA. 159+00.00 TO 162+20.00

MT ZION ROAD SE SECTION

Widening

12’-0"

Turn Lane

SEE CONST. PLAN SHEETS

Profile Grade

VARIES

12’-0"

A

B

C

D

EXISTING PAVED SHOULDERs

SAWCUT AND REMOVE

A

G

H

A

B

C

D

SLOPE = IN TRANSITION

SEE CONST. PLAN SHEETS

TYPICAL SECTION 5

0’-0" TO 5’-6"

VARIES

11’-6" TO 13’-0"

VARIES

4’-0"

TYPICAL SECTION 6

5’-0"

Sidewalk

2’-0" 4’-0"

12’-0"

Travel Lane

EXISTING PAVEMENT

STA. 162+20.00 TO 164+21.57

PROPOSED SIDEWALK BOTH SIDES

MT ZION ROAD

2%

LC

GADOT

LOWNDES

B

A

C

REQUIRED:

D

E

F

G

H

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, (220 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, (220 LBS/SY)

GRADED AGGREGATE BASE COURSE INCL. MATL. (10")

6" X 30" CONC. CURB & GUTTER, GDOT STD 9032B TYPE 2

CONCRETE 4" SIDEWALK

MILLING, AS NEEDED

ASPHALT LEVELING, AS NEEDED

F

4:1 MAX

Turn Lane

0’-0" TO 12’-0"

Travel Lane

5’-0"

Sidewalk

6" TYP

2%E F

3:1 MAX

3:

MAX

4’-6" 2’-6"

F 2%

E

5’-0"

Sidewalk

4’-6"2’-6"

3:

MAX

3:1 MAX

5’-0"

Sidewalk

6" TYP

2%E F

3:1 MAX

3:

MAX

4’-6" 2’-6"

D edilidili

GPLOT-V8

0150712_05-004.dgn SHEET NO.PROJECT NUMBER

9:10:00 AM

DIVISION:

004770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

2%

GAB

EXISTING

GAB

EXISTING

MIN.

CENTERED

ON JOINT

FOOT THIS LAYER

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

TO DEPTH OF ADJOINING LAYER TO

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

SURFACE MIX

ASPHALTIC CONCRETE 19 mm SUPERPAVE

ASPHALTIC CONCRETE 25 mm SUPERPAVE

SURFACE MIX

ASPHALTIC CONCRETE 19 mm SUPERPAVE

ASPHALTIC CONCRETE, 25 mm SUPERPAVE

TWO INCHES OR MORE OF ASPHALTIC CONCRETE

PAVEMENT REINFORCEMENT FABRIC 20" WIDE, CENTERED ON JOINT

STAGGER VERTICAL JOINT ONE

LESS THAN TWO INCHES OF ASPHALTIC CONCRETE

PAVEMENT REINFORCEMENT FABRIC 20" WIDE

MILL EXISTING LANE ONE FOOT WIDE

1’ - 0"

BE PLACED. COST OF MILLING FOR THIS WORK

TO BE INCLUDED IN THE UNIT PRICE BID FOR

PAVEMENT REINFORCING FABRIC.

CLASS "B" CONCRETE

SURFACE COURSE

WIDTH

EXCAV.

AREA

0.0 < WIDTHS < 5.0

6" MIN.

NO SCALE

Item Code 500-9999 - Cu. Yds.

CLASS "B" CONCRETE BASE OR PAVEMENT WIDENING

In excavated areas greater than 5’-0" in width, the Contractor shall place base and paving as specified on the typical section.

In excavated areas between the existing paving and new curb and gutter that are 5’-0" or less in width, Class "B" concrete shall be placed in lieu of the base and paving specified by the typical section. Payment will be made under "Class B Concrete Base and Pavement Widening".

CLASS "B" CONCRETE BASE OR WIDENING DETAIL

See plans for details of curb and gutter construction.

TYPICAL SECTION DETAILS

ALLOWABLE RANGES TABLE

FOR THIS PROJECT, CROSS SLOPES THAT ARE ADJUSTED TO "BEST FIT"

EXISTING PAVEMENT SLOPES ARE SUBJECT TO THE FOLLOWING LIMITS:

A. NORMAL CROWN

B. SUPERELEVATION RATE

S.E. RATE SHOWN ON PLANS OR SE RATE EXISTING IN FIELD,

WHICHEVER IS GREATER.

C. SUPERELEVATION TRANSITION LENGTH (LENGTH FROM FLAT POINT TO FULL SE)

MINIMUM 1:150 0.67%

DESIRABLE 1:200 0.50%

MAXIMUM 1:300 0.33%

LENGTH SHALL BE SET TO AVOID CREATING A FLAT GUTTER GRADE

ON LOW SIDE AND TO AVOID FLAT CROSS SLOPES AT OR NEAR THE

LOW POINT OF VERTICAL CURVES.

D. POSITIONING OF SUPERELEVATION TRANSITION LENGTH ON SIMPLE CURVES

50% OF TRANSITION INSIDE CURVE - MAXIMUM

33% OF TRANSITION INSIDE CURVE - DESIRABLE

20% OF TRANSITION INSIDE CURVE - MINIMUM

NOTE: CROWN WIPE-OUT SHALL BE AT THE SAME RATE AS THE SE TRANSITION.

E. SMOOTHING OF BREAKS IN EDGE PROFILE AT BEGIN AND END OF TRANSITION

SHALL BE ACCOMPLISHED BY VERTICAL CURVE WITH A MINIMUM LENGTH

(IN FEET) EQUAL TO THE SPEED DESIGN (IN MPH).

SECTION WITH GRADES SECTION WITH GRADES

0.5% OR GREATER LESS THAN 0.5%

0.0150 FT/FT - MINIMUM 0.0156 FT/FT - MINIMUM

0.0208 FT/FT - DESIRABLE 0.0208 FT/FT - DESIRABLE

0.0250 FT/FT - MAXIMUM 0.0300 FT/FT - MAXIMUM

RATE OF CORRESPONDING DIFFERENCE IN

CHANGE GRADE BETWEEN PIVOT POINT

AND EDGE OF PAVEMENT

2:1

D

E F

14’-1.2"

8’-0"

"W" BEAM GUARDRAIL

STA. 159+22.00 TO 161+25.00 RT

STA. 144+27.65 TO 148+54.42 RT

MT ZION ROAD

GUARDRAIL DETAIL

06-

SUMMARY OF QUANTITIES

4/16/2025 edilidili

GPLOT-V8

0150712_06-001.dgn SHEET NO.PROJECT NUMBER

8:43:28 AM

DIVISION:

CLA-15-712 13310

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

4/16/2025 edilidili

GPLOT-V8

0150712_06-002.dgn SHEET NO.PROJECT NUMBER

8:12:11 AM

COUNTY

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13311

CLA-15-712 13312

5/27/2025 edilidili

GPLOT-V8

0150712_06-003.dgn SHEET NO.PROJECT NUMBER

9:15:04 AM

STATE

GA CLAYTON

DIVISION:

edilidili

GPLOT-V8

0150712_06-004.dgn SHEET NO.PROJECT NUMBER

9:05:27 AM

SUMMARY OF DRAINAGE QUANTITIES

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13313

QUANTITIES

(AMENDMENT)

07-001

DESCRIPTIONDATE UNIT

QUANTITY

NO.

ITEM

REQUIRED BY

ORIGINAL

QUANTITY

DATE

AMENDMENT

NUMBER

QUANTITIES REQUIRED BY AMENDMENT

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$ SHEET NO.PROJECT NUMBER

R

E F

R

E F

R

E F

R

E F

R

E F

TOTAL SHEETS

ENGINEERING SERVICES

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

COUNTYSTATE

GA CLAYTON

DIVISION:

CLA-15-712

QUANTITIES

(CONSTRUCTION)

08-001

DESCRIPTIONDATE UNIT

PREVIOUS

QUANTITY

QUANTITY

NO.

ITEM

REQUIRED ON

QUANTITIES REQUIRED ON CONSTRUCTION

CONSTRUCTION

ORIGINAL

QUANTITY

CLAYTON COUNTY

$USER$

$PRF8$

$$PENTABLE$$

$DGN$ SHEET NO.PROJECT NUMBER

R

E F

R

E F

R

E F

R

E F

R

E F

TOTAL SHEETS

ENGINEERING SERVICES

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

COUNTYSTATE

GA CLAYTON

DIVISION:

5/7/18

CLA-15-712

CONSTRUCTION LAYOUT

11-edilidili

GPLOT-V8

0150712_11-001.dgn SHEET NO.PROJECT NUMBER

8:19:04 AM

DIVISION:

CLA-15-712 13316

200 400

SCALE IN FEET

0 100100 50

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

e= 3.31%

E= 10.75

R= 2000.00

L= 413.83

T= 207.66

E= 2256631.91

N= 1293463.12

PI Sta= 143+80.72

Curve# 1 e= 6.14%

E= 20.80

R= 1145.92

L= 433.36

T= 219.30

E= 2258388.35

N= 1292989.86

PI Sta= 161+98.32

Curve# 2

#2

CRV

#1

CRV

E 2256235.9024

N 1293664.3273

STA. 139+30.45

MT ZION ROAD

BEGIN CONSTRUCTION

BEGIN PROJECT

MT ZION ROAD

E 2258571.4291

N 1292853.1654

STA. 164+21.57

MT ZION ROAD

END CONSTRUCTION

END PROJECT

P O B

P C

P T

P

P

P I

P

P

E

SLCD109

SLCD107

SLCD10

SLCD106

SLCD105

SLCD9A

SLCD102

SLCD103

SLCD104

SLCD101

SLCD100

SLCD2

SLCD8

SLCD7

MAINLINE PLAN

13-

5/20/2025 edilidili

GPLOT-V8

0150712_13-001.dgn SHEET NO.PROJECT NUMBER

Design File and Plot Substitution information

11:21:43 AM

GPLN

9/26/2013

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13317

SCALE IN FEET

0 40 801020

M A T C H

L I N E

S T A

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

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

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

18"

A- 1

A- 2

A- 3

A- 4

B- 1

A- 5

A-5A

B-1A

B-1B

B-1C 15"

18" 18"

EXISTING 15" RCP

REMOVE

RIP-RAP TYPE III

STONE DUMPED

9 SQ. YDS. OF

P

P

E 2256235.9024

N 1293664.3273

STA. 139+30.45

MT ZION ROAD

BEGIN CONSTRUCTION

BEGIN PROJECT

MT. ZION ROAD

C/L CONST.

F I

E L

D

R

A D

F I

E L

D

A D

LT 57.00’

+30.45

EXISTING PEDESTAL

DO NOT DISTURB

MEDIAN TYPE 1

RAISED CONCRETE

TYPE A

CURB RAMPS

EXISTING GAS VENT

DO NOT DISTURB

R 13’ R 13’ R 65’

R 60’

P

BEGIN R=1512’ +

24’

STA. 139+51.00

MT ZION ROAD

MILLING/OVERLAY

BEGIN WIDENING AND

32.86’ RT

+55.52

R 2’

54.10’ RT

+69.25

R 2’

30.00’ RT

+80.68

R 2’

BEGIN C&G

103.61’ RT

+85.33

BEGIN C&G

36.98’ LT

+38.36

32.05’ LT

+31.06

32.11’ LT

+59.55

20.00’’

CURB RAMP

TYPE A

CURB RAMP

TYPE A

CURB RAMP

TYPE D

CURB RAMP

TYPE D

STA. 142+00.00 N1293545.1440 E2256470.8705

STA. 137+00.00 N1293771.4717 E2256025.0286

MT ZION ROAD C/L CONST. COORDINATE DATA

PL

PL

EXIST R/W

EXIST R/W

E X I S T

R

W

E X I S T

R

W

E X I S T

R

W

EXIST R/W

E X I S T

R

W

EXIST R/W

PL

DEWEY A WRIGHT

ELLI GROUP INC

JOSEPH GROUP, INC.

PRAJAY GROUP, LLC

ERIC V. CHILAGOROM

JEREL VERNER

ENTERPRISES, LLC

RT 50.11’

140+31.00

RT 93.44’

140+03.00

EASEMENT

PERMANENT

LT 45.00’

141+67.64

LT 38.00’

141+67.59

LT 29.20’

141+67.53

LT 40.00’

139+79.86

LT 30.80’

139+93.55 LT 27.99’

141+12.78

DE50000

DE50001

DE50004

RT 49.35’

139+99.05

RT 62.80’

139+89.94

RT 52.19’

141+19.24

RT 71.50’

141+26.85

RT 71.50’

RT 51.15’

140+75.00

REQD R/W

CP#107

S

IG

N

S

IG

N

18" Rcp

15" Rcp

Rc p

R c

R

15" RCp

R c p

INV=858.40

INV=856.35

INV=857.39

INV=

858.

IN

V= 3.

INV=

866.

IN

V= 4.

N: 1293658.6160 E: 2256315.4440

ELEV: 862.12

CP#109

CP#109

ELEV: 863.60

E: 2256432.5610 N: 1293496.9100

CP#107

D W

Y

A S

P H

EXIST EOP

24" Rcp

$USER$

$PRF8$

$$PENTABLE$$

$DGN$ SHEET NO.PROJECT NUMBER

R

E F

R

E F

R

E F

R

E F

R

E F

TOTAL SHEETS

Design File and Plot Substitution information

ENGINEERING SERVICES

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

GPLN

COUNTY

9/26/2013

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13318

SCALE IN FEET

0 40 801020

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

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

M A T C H

L I N E

S T A

M A T C H

L I N E

S T A

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

EXISTING 18" PIPE

REMOVE

EXISTING 18" PIPE

REMOVE

12" RCP

REMOVE EXISTING

18"

18"

D-1

D-2

D-3

18"

18"

18"

18"

D-1A

A-6

A-7

A-8

18"

EXISTING 12" RCP

REMOVE

P

P

MT. ZION ROAD

C/L CONST. CURVE #1

14’

R 35’ R 35’

R 30’

R 15’

END R=1512’

7.23’

+75.00 7.50’

+95.47

BEGIN R=1512’ 2

9.79’

+93.70

END R=1512’

BEGIN R=1476’

END R=1476’

TYPE 12A ANCHOR

STA. 144+27.65

BEGIN TYPE W GR

TYPE 1 ANCHOR

STA. 146+61.17

END TYPE W GR

TYPE 12A ANCHOR

STA. 147+45.59

BEGIN TYPE W GR

N C

N C

CURB RAMP

TYPE D

CURB RAMP

TYPE D

CURB RAMP

TYPE D

CURB RAMP

TYPE D

23.20’ LT

+64.52

23.09’ LT

+25.55

56.97’ RT

+05.46

47.33’ RT

+57.94

R 35’

R 15’

CURB RAMP

TYPE D

CURB RAMPS

TYPE B

TIE-IN TO EXISTING PIPE

P L

P L

EXIST R/W

PL

EXIST R/W

P L

EXIST R/W

PL

PL

NITNEIL CORPORATION

DORIS COFFEY &

HAROLD PARKER, JR

NITNEIL LLC

JEREL VERNER

ENTERPRISES, LLC

EASEMENT

PERMANENT

EASEMENT

PERMANENT

MT ZION STORAGE LLC

LT 43.00’

147+12.57

LT 47.00’

147+12.52

LT 27.75’

142+89.66

LT 43.00’

142+89.27

LT 38.00’

147+12.69

LT 40.00’

145+05.32

LT 33.82’

145+04.96

RT 42.03’

147+10.93

RT 50.00’

147+15.26

JEREL VERNER

ENTERPRISES LLC

DE50008

DE50010

DE50005

JEREL VERNER

ENTERPRISES LLC

MARY ANN CARR

RT 59.50’

RT 42.88’

146+58.00

RT 59.50’

RT 42.33’

146+92.00

EASEMENT

PERMANENT

REQD R/W

LT 52.00’

145+32.00

LT 52.00’

146+05.00

LT 42.28’

146+05.00

LT 41.07’

145+32.00

LT 50.00’

147+12.40

DE10011

DE10010

LT 50.00’

146+05.00

GRANT STUBBS HOLDINGS INC.

S

IG

N

C O

N

D W

Y

PIPE ?

12" Rcp

18" pOLY

INV=870.63INV=870.58

INV=868.74

INV=870.7

INV=871.48

INV=871.28

INV=861.76

ELEV: 867.32

E: 2256555.2600 N: 1293472.5340

CP#10

ELEV: 871.67

E: 2256669.6040 N: 1293495.7780

CP#106

ELEV: 873.14

E: 2256946.2930 N: 1293400.3260

CP#105

12" RCp

CP#10

CP#105

BOX

WATER

BOX

WATER

CP#106

D W

Y C

O N

EXIST EOP

EXIST EOP

EXIST EOP

edilidili

GPLOT-V8

0150712_13-003.dgn SHEET NO.PROJECT NUMBER

8:52:42 AM

9/26/2013

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13319

SCALE IN FEET

0 40 801020

M A T C H

L I N E

S T A

T C H

L I N E

S T A

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

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

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

S T

A

H I

G H

P

O I

N T

D-4

18"

A-9

E-1

F-1

0 1 0 1

MT. ZION ROAD

C/L CONST.

19.00’ LT

+45.33

TYPE 1

MEDIAN

CONCRETE

RAISED

14’

TYPE 1 ANCHOR

STA. 148+54.42

END TYPE W GR

R 1’

R 3’

41.64’ LT

+50.78

R 3’

18.00’ LT

+66.98R 1’R 3’

R 3’

23.05’ LT

+69.82

51.28’ LT

+96.28

18.00’ LT

+95.28

CURB RAMPS

TYPE B 55.54’ LT

+68.61

55.24’ LT

+65.27

R 65’ R 60’

CURB RAMPS

TYPE A

CURB RAMPS

TYPE A

R 35’

R 40’

CURB RAMP

TYPE ACURB RAMP

TYPE D

66.50’ RT

+97.28

66.50’ RT

+31.66

.0 0’

20.00’ P L

PL

EXIST R/W

EXIST R/W

P L

JIMMIE L FOWLER JR

TRC JONESBORO LLC

DORIS COFFEY & HAROLD PARKER JR

CLAYTON COUNTY BOE

NITNEIL CORPORATION

DORIS COFFEY & HAROLD PARKER, JR

RT 76.50’

RT 61.00’

151+84.50

RT 76.50’

RT 61.00’

152+44.50

PERMANENT EASEMENT

REQD R/W

LT 65.00’

152+88.19

LT 50.00’

152+88.19

LT 65.00’

151+00.00

LT 50.00’

150+50.00

LT 47.00’

149+12.28

LT 50.00’

149+12.03LT 39.77’

149+12.68

RT 39.47’

150+00.00

RT 50.00’

150+00.00

RT 65.00’

150+00.00

RT 39.35’

150+13.20

RT 65.00’

150+24.60

RT 61.00’

151+60.00

RT 65.00’

150+50.00

RT 38.44’

152+74.95

RT 50.00’

152+75.01

RT 61.00’

152+75.06

DE50012

DE50011

DE50013

DE50015

DE50016

DE

DE50024

EASEMENT

PERMANENT

EASEMENT

PERMANENT

EASEMENT

PERMANENT

EASEMENT

PERMANENT

DE50

S

18" CMp

ELEV: 880.92

E: 2257329.1900 N: 1293313.5290

CP#2

CP#2

BOX

WATER

BOX

WATER

BOX

WATER

BOX

WATER

EXIST EOP

EXIST EOP

edilidili

GPLOT-V8

0150712_13-004.dgn SHEET NO.PROJECT NUMBER

8:53:57 AM

9/26/2013

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13320

SCALE IN FEET

0 40 801020

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

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

M A T C H

L I N E

S T A

T C H

L I N E

S T A

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

C- 1

C- 2 C- 3 C- 4

C- 7

24" PIPE

EXTEND EXISTING

C- 5

18" 18"

18" 18" 18"

12" CMP

REMOVE EXISTING

12" CMP

REMOVE EXISTING

EXISTING PIPE

RETAIN

EXISTING PIPE

RETAIN

TOP ELEV.867.00

STA. 155+02.34, 57.61’ LT

TO GA STD 9031-S

JUNCTION BOX

CONVERT EXIST.

15" CMP

REMOVE EXISTING

E-2

F-2

E-3

F-3 F-4F-4A

F-4B

18"

18"

STA. 159+58.98

LOW POINT

RIP-RAP TYPE III

STONE DUMPED

37 SQ. YDS. OF

B U F F E R

S T R E

A M

E S

A

E S A

S T R E A

M

B U F F E R

S T R E A

M

B A N K

ST

RE

AM

BANK

E S

A

S T R E

A M

BUF

FE

R

EXISTING SIGN

DO NOT DISTURB

P

MT. ZION ROAD

C/L CONST.

5’ PROPOSED SIDEWALK

LT 34.00’

+85.00

N C

N C

D O

W N

T I E

F L

A T

D O

W N

T I E

N C

BE REMOVED AND RESET

EXISTING FENCE TO

STA. 160+00.00 N1293041.2750 E2258196.8058

STA. 154+00.00 N1293197.5565 E2257617.5177

MT ZION ROAD C/L CONST. COORDINATE DATA

TYPE 12A ANCHOR

STA. 159+22.00

BEGIN TYPE W GR

TAPER

BEGIN 2

23.56’ LT

+75.15

R 3’

18.00’ LT

+00.73 R 1’

R 3’

18.00’ LT

+02.65

R 3’ 42.28’ LT

+41.26

R 3’

18.04’ LT

+57.46R 1’

18.73’ LT

+34.76

55.00’ LT

+83.21

55.00’ LT

+56.60

CURB RAMPS

TYPE A

CURB RAMPS

TYPE A

R 85’ R 60’

20.00’

.0 0’

14’ 14’ 14’

EXIST R/W

EXIST R/W

PL

P L

EXIST R/W

L L L

L L L

JIMMIE L FOWLER

CLAYTON COUNTY BOE

CLAYTON COUNTY BOE

JIMMIE L FOWLER JR

RT 80.00’

RT 35.62’

159+53.00

RT 55.00’

159+55.00

RT 80.00’

RT 35.65’

159+88.00

REQD R/W

LT 55.00’

LT 65.00’

158+40.00

LT 43.13’

155+09.19

LT 50.00’

155+07.40

RT 36.32’

156+06.48

RT 50.00’

156+06.36

RT 55.00’

159+88.00

EASEMENT

PERMANENT

DE50017

DE50025

DE50021

DE50020

DE50018

DE50019

DE50022

DE50026

D E

LT 50.00’

LT 55.00’

155+80.00

LT 65.00’

159+79.02

EASEMENT

PERMANENTEASEMENT

PERMANENT

EASEMENT

PERMANENT

RT 55.00’

156+06.32

DE50063

S p O L

24" RCp

R

36" CMp pO

LY

15" CMp

24" CMp

R

12" CMp

IR

W

Y

D

Y

INV=842.92

INV=840.55

INV=840.89

INV=835.88

INV=844.07

INV=845.15

INV=854.51INV=855.62INV=868.42

INV=869.48

ELEV: 847.37

E: 2258048.5540 N: 1293125.3440

CP#102

ELEV: 840.41

E: 2258066.3840 N: 1293004.7150

CP#103

CP#102

CP#103

BOX

WATER

BOX

WATER

F/L 8 42.88

F/L 8 43.43

EXIST EOP

EXIST EOP

edilidili

GPLOT-V8

0150712_13-005.dgn SHEET NO.PROJECT NUMBER

8:55:07 AM

9/26/2013

STATE

GA CLAYTON

DIVISION:

CLA-15-712 13321

SCALE IN FEET

0 40 801020

M A T C H

L I N E

S T A

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

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

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

C- 6

15" CMP

EXTEND EXISTING

18" 18"

SD- 5

F-5

F-6

RIP-RAP TYPE III

STONE DUMPED

11 SQ. YDS. OF

B U F F E R

S T R E

A M

E S

A

P

E 2258571.4291

N 1292853.1654

STA. 164+21.57

MT ZION ROAD

END CONSTRUCTION

END PROJECT

MT. ZION ROAD

C/L CONST.

L A

U R E L

C R E

K

I

V E

CURVE #2

R C

R C

D O

W N

T I E

S U P E R

F U L L

S U P E R

F U L L

S U P E R

F U L L

S U P E R

F U L L

P

S E

E X I S T

S E

E X I S T

5’ PROPOSED SIDEWALK

STA. 163+65.00 LT

MT ZION ROAD

END R/W ACQUISITION

STA. 165+00.00 N1292806.2391 E2258634.2770

STA. 160+00.00 N1293041.2750 E2258196.8058

MT ZION ROAD C/L CONST. COORDINATE DATA

TYPE 1 A

NCHOR

STA. 161

+25.00

END TYPE W

GR

CURB RAMP

TYPE A

R 35’ R 35’

CURB RAMP

TYPE A

46.86’ LT

+27.44

45.81’ LT

+98.40

STA. 163+64.01

MT ZION ROAD

MILLING/OVERLAY

END WIDENING AND 54.00’ RT

+16.68

R 35’

CURB RAMP

TYPE A

12.03’ RT

+64.01

23.91’ LT

+64.01

P

PL

PL

EXIST R/W

EXIST R/W

PL

EXIST R/W

EXIST R/

W

E X I S T

R

W

E X I S T

R

W

PATRICK D. BROWN, or

MAGGIE WILKERSON-BROWN

LEVI F. MOSS

JIMMIE L FOWLER

EASEMENT

PERMANENT

RT 37.23’

160+43.65

RT 55.00’

160+49.42

THE AMERICAN LEGION DEPT OF GA

DE50028

NEIGHBORHOOD ASSOC INC

THE LAURELS AT LOVEJOY

APPLEGATE ACADEMY & PRESCHOOL INC

WINIFRED GARFIELD

VICTOR OR

DE50051 DE50052

LT 65.00’

160+13.65

LT 33.67’

160+22.25

LT 30.78’

161+88.87

LT 48.00’

161+85.32

LT 25.91’

161+20.66

LT 48.00’

162+12.96

LT 38.52’

162+87.75

LT 60.00’

162+88.79

LT 60.00’

163+36.35

LT 34.13’

163+65.00

REQD R/W

REQD R/W

LT 38.00’

161+87.37

LT 43.46’

160+19.51

LT 65.00’

160+50.00

EASEMENT

PERMANENT

LT 37.17’

163+36.09

LT 40.56’

160+50.00

REQD R/W

EASEMENT

TEMPORARY

LT 41.00’

162+63.55

S

IG

N p O L Y

24" CMp pOLY

INV=84

5.69

INV=84

8.13

INV=867.15

INV=866.29

INV=861.60

INV=854.35

INV=84

0.55

ELEV: 848.38

E: 2258293.1300 N: 1293032.3640

CP#8

ELEV: 854.10

E: 2258469.5060 N: 1292874.6650

CP#101

CP#8

CP#101

S

IG

N

EXIST EOP

MAINLINE PROFILE

15- DRAWING No.

10/1/2024 edilidili gplotborder-v8i-PO.tbl

0150712_15-001.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS10:47:21 AM

GR220E

GPLOT-V8

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13322

895895

895895

137+00 138+00 139+00 140+00 141+00 142+00 143+00

EXISTING GRADE LINE

STA. 139+30.45

MT ZION ROAD

BEGIN CONSTRUCTION

BEGIN PROJECT

GRAPHIC GRADE

1.5" MILLING & OVERLAY

M I L L I

N G

O V E

R L

A Y

B E

G

D E

N I

G

D

900900

900900

143+00 144+00 145+00 146+00 147+00 148+00 149+00

EXISTING GRADE LINE

PROPOSED GRADE LINE

P V

C

C

E L

I

I

E L

T

T

E L

2.2594%

120.00 VC

K = 187.20

GRAPHIC GRADE

1.5" MILLING & OVERLAY

DRAWING No.

10/1/2024

0150712_15-002.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS10:49:11 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13323

900900

900900

149+00 150+00 151+00 152+00 153+00 154+00 155+00

C

C

E L

V H I

G H

E L

I

I

E L

T

T

E L

C

C

E L

I

I

E L

2.2594% -2.3620%

275.00 VC

K = 59.51

250.00 VC

K = 62.43

880880

880880

155+00 156+00 157+00 158+00 159+00 160+00 161+00

T

T

E L

C

C

E L

I

I

E L

V L

O W

E l e v

T

T

E L

C

C

E L

I

I

E L

-6.3667%

0.5600%

250.00 VC

K = 62.43

260.00 VC

K = 37.54

150.00 VC

K = 63.85

DRAWING No.

10/1/2024

0150712_15-003.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS10:50:40 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13324

880880

161+00 162+00 163+00 164+00 165+00

EXISTING GRADE LINEPROPOSED GRADE LINE

STA. 164+21.63

MT ZION ROAD

END CONSTRUCTION

END PROJECT

I

I

E L

T

T

E L

I

I

E L

2.9092

150.00 VC

K = 63.85

STA. 162+20.00

MT ZION ROAD

MILLING/OVERLAY

END WIDENING AND

I

V E

W A

Y

P

R O F I L E

0.80% 3.14%

E L

P V I

E L

P V I

E L

P V I

M A T

C H

E

X I S T I

N G

7.0’

GUTTER

VALLEY

CONC.

4.0’

2.0%

N E P

2.0%

E L

P V I

E L

P V I

E L

P V I

M A T

C H

E

X I S T I

N G

N E P

GUTTER

VALLEY

CONC.

7.0’ 4.0’

N E P

GUTTER

VALLEY

CONC.

2.0%

4.0’7.0’

E L

P V I

E L

P V I

E L

P V I

M A T

C H

E

X I S T I

N G

N E P

GUTTER

VALLEY

CONC.

7.0’ 4.0’

2.0%

E L

P V I

E L

P V I

E L

P V I

EL 854.64

18" PIPE

EL 844.29

18" PIPE

N E P

GUTTER

VALLEY

CONC.

2.0%

7.0’ 4.0’

E L

P V I

E L

P V I

E L

P V I

M A T

C H

E

X I S T I

N G

M A T

C H

E

X I S T I

N G

15.75%

7.80%

E L

P V I

M A T

C H

E

X I S T I

N G

E L

P V I i n h f t

R T i n h f t

H

R Z

-4

-3

. M c D

O N

O U

S

R E

E T , J

O N

E S

B O

R O , G

E O

R G

IA

C L

A Y T

U N

T Y

E N

G

IN

E E

R

IN

G

S

E R

V

IC

IV

IS

IO

N

D E

P T . O

F

A N S

P O

R T

A T

IO

V E

L O P

M E

N T

P

R F

P E

N T

A B L E

D

G N

T I

M E

D R

A W

IN

o

D R

A W

D R

A W

D R

A W

D R

A W

D A T E

U S E

R

S H E

P R

O J E

U

M B E

R

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

T O T

A L

S

H E E T S

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

S U

X E

N

C O

U N T

Y S T

A T E

G A

C L

A Y

T O

N

E N

G I

N E E

R I

N G

S E

R V I

C

V I S I

O N : T R

A N

S P

O R

T A

T I

V E

L O

P M

E N

T C

L A

Y T

U N

P A

R T

M E

F

V I S I O N

D A T E S

S C A L E

C L

A

0 10 20 30 40 50 60 70 80-5 840

0 10 20 30 40 50 60 70 80-5

146+75.12

0 10 20 30 40 50 60 70 80-5

152+14

0 10 20 30 40 50 60 70 80-5 830

0 10 20 30 40 50 60 70 80-5

158+47.95

Z I

O N

P

R I

M A

R Y

S

C H

O O L

M T

Z I

A D

L E F T

T

U R

N

L

A N E

2.00%

10’ V.C.

0 10 20 30 40860

-5 80 860

50 60 70

23.36%

16.65%

16.67%

0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70

5.72 %

145+70.00

141+00.00

154+52.35

156+79.50

CP#107

edilidili

GPLOT-V8

0150712_21-001.dgn SHEET NO.PROJECT NUMBER

ENGINEERING SERVICES

DRAINAGE AREA MAP

21-001

8:58:11 AM

9/26/2013

STATE

GA CLAYTON

DIVISION:

BROWN ROAD SIDEWALK PHASE 1

E 2256235.9024

N 1293664.3273

STA. 139+30.45

MT ZION ROAD

BEGIN CONSTRUCTION

BEGIN PROJECT

F I E L D E R

R O A D

MT. ZION ROAD

A-1

A-2

A-3

A-4

A-5

A-5A A-6 A-7 A-8

A-9

B-1A

B-1

D-1 D-2 D-3

D-4

M A T C H

L I N E

S T A

B-1B

B-1C

18"

18"

18"

18"

18"

18"18" 18"

15"

18"

18"

18"

LT 57.00’

+30.45

BLIND JB?

EX. CON. SIDEWALK

S

IG

N

S

IG

N

SI

G

N

C O

N

D W

Y

PIPE ?

BLIND JB?

P

IP

INV OUT=857

.74INV IN(S

E)=857

.97INV IN(N

E)=858

.03TOP=86

0.43

DI

INV O

UT=

.47

INV I

N=8

57.

TOP

=85

9.6

4DI

INV OUT=861.05

INV IN=861.19

TOP=864.41

DI

R c p

15" Rcp

C

M p

15" CMp

I

T

I N

V

I

N

M E T

A L

T

O P

D I

I

T

I N

V

I

N

C O

N C

T

O P

R

R

T

I N

V

I

N

T O P

S W

INV OUT=865.33

INV IN=865.06

TOP=869.82

SWCB

12" Rcp

INV OUT=870.97

INV IN=870.99

TOP=874.48

JB

15" RCp

R c p

INV=870.63

INV=870.58

INV=868.74 INV=870.76

INV=871.48INV=871.28

INV=858.40

INV=856.35

INV=857.39

INV=858.

INV=860.76

INV=861.76

IN

V=

3.

IN

V=

4.

N: 1293658.6160E: 2256315.4440ELEV: 862.12

CP#109

CP#109

ELEV: 863.60

E: 2256432.5610

N: 1293496.9100

CP#107

ELEV: 867.32

E: 2256555.2600

N: 1293472.5340

CP#10

ELEV: 871.67

E: 2256669.6040

N: 1293495.7780

CP#106

ELEV: 873.14

E: 2256946.2930 N: 1293400.3260

CP#105

ELEV: 880.92

E: 2257329.1900 N: 1293313.5290

CP#2

D W

Y

A S

P

12" RCp

CP#10

CP#105

CP#2

BOX

WATER

BOX

WATER

CP#106

REMOVE EX. CON. SIDEWALK

D W

Y C

O N

RIP-RAP TYPE III

STONE DUMPED

9 SQ. YDS. OF

24" Rcp

EXIST EOP

EXIST EOP

EXIST EOP

EXIST EOP EXIST EOP

PARKING

PRIMARY SCHOOL

MT ZION ROAD LEFT TURN LANE

E 2258571.4291

N 1292853.1654

STA. 164+21.57

MT ZION ROAD

END CONSTRUCTION

END PROJECT

MT. ZION ROAD

L A U R E L

C R E E K

D R I V E

MT. ZION ROAD

5+

E-1

E-2

E-3

C-1

C-2 C-3

C-4

C-5

C-6

F-1 F-2 F-3

F-4

F-5

M A T C H

L I N E

S T A edilidili

GPLOT-V8

0150712_21-002.dgn SHEET NO.PROJECT NUMBER

ENGINEERING SERVICES

DRAINAGE AREA MAP

21-002

8:56:27 AM

9/26/2013

STATE

GA CLAYTON

DIVISION:

F-6

24"

18" 18"

18" 18" 18" 18"

18"

5’ PROPOSED SIDEWALK

LT 34.00’

+85.00

5’ PROPOSED SIDEWALK

EX. CON. SIDEWALK

CHAIN LINK FENCE

CHAIN LINK FENCES

IG

N

S

IG

N

S

IG

BLIND JB?

INV OUT=854.33

INV IN=863.35

TOP=867.63

JB

p O L Y

INV OUT=845.90

TOP=850.57

STMH(WEIR)

INV OUT=843.66

TOP=848.23

STMH(WEIR)

24" RCp

R C p

INV OUT=842.85

INV IN(W)=843.00

INV IN(N)=842.98

TOP=847.93

STMH(JB)

INV=842.25

STMH(JB)

INV OUT=843.04

INV IN=842.64

TOP=847.47

STMH(JB)

pO

LY

p O L

24" pOLY

R

Y

D

Y

INV=842.92

INV=845.69

INV=848.13

INV=867.15

INV=866.29

INV=861.60

INV=854.35

INV=840.55

INV=840.89

INV=835.88

INV=844.07

INV=845.15

INV=854.51INV=855.62INV=868.42

INV=869.48

ELEV: 847.37

E: 2258048.5540 N: 1293125.3440

CP#102

ELEV: 840.41

E: 2258066.3840 N: 1293004.7150

CP#103

ELEV: 848.38

E: 2258293.1300

N: 1293032.3640

CP#8

ELEV: 854.10

E: 2258469.5060

N: 1292874.6650

CP#101

ELEV: 869.99

E: 2258695.3660

N: 1292722.5820

CP#100

INV OUT=872.23

TOP=877.56

JB

CP#102

CP#103

BOX

WATER

BOX

WATER

BOX

WATER

BOX

WATER

BOX

WATER

CP#8

CP#100

CP#101

BOX

WATER

INV OUT=851.86

INV IN=851.97

TOP=859.55

SWCB

INV OUT=852.03

TOP=858.87

JB

INV OUT=851.37

INV IN=851.47

TOP=859.13

SWCB

INV OUT=841.85

INV IN(W)=841.90

INV IN(N)=841.88

TOP=846.95

DI

REMOVE EX. CON. SIDEWALK

S

IG

N

ICV

ICV

18"

18"

18"

RIP-RAP TYPE III

STONE DUMPED

37 SQ. YDS. OF

RIP-RAP TYPE III

STONE DUMPED

11 SQ. YDS. OF

F/L 8 42.88

F/L 8 43.43

EXIST EOP

EXIST EOP

EXIST EOP

CHAIN LINK FENCE

EXIST EOP

EXIST EOP

EXIST EOP

EXIST EOP

EXIST EOP

STORE

FAMILY DOLLAR

PARKING

PRIMARY SCHOOL

STORE PARKING

FAMILY DOLLAR

22-

DRAINAGE PROFILES

M A T

C H L I

N E

F

R O

M

I

N L

M A T

C H L I

N E

F

R O

M

I

N L

PAC

DRAWING No.

5/20/2025 edilidili gplotborder-V8i-PO.tbl

0150712_22.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS8:48:20 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13328

H = 4.39’

TOP EL. 859.00’

OFFSET 70.13’ RT

STA. 139+85.92

TYPE E (RC)

GA STD 1019A

DROP INLET

A-2

880880

H = 4.00’

TOP EL. 858.91’

OFFSET 46.85’ RT

STA. 139+98.30

TYPE E (RC)

GA STD 1019A

DROP INLET

A-3

GRADE TO DRAIN

FL. 853.63

OFFSET 121.60’ RT

STA. 140+07.00

GA DET. D-39

SAFETY END SECTION

A-1

A-4

STA. 140+46.74 RT

H = 4.83’

TOP EL 860.68

GA STD 1033D

CATCH BASIN

IE 856.35

IE 855.41

IE 855.11

IE 854.86IE 853.63

A-5

STA. 141+50.00 RT

H = 4.83’

TOP EL 862.83

GA STD 1033D

CATCH BASIN

IE 858.50

A-6

STA. 143+74.18 RT

H = 6.00’

TOP EL 870.98

GA STD 1033D

CATCH BASIN

IE 865.48

227 LF @ 3.07 %

18" PIPE

A-7

STA. 146+06.75 RT

H = 5.50’

TOP EL 873.93

GA STD 1033D

CATCH BASIN

IE 868.93

236 LF @ 1.46 %

18" PIPE

A-8

STA. 147+00.00 RT

H = 5.50’

TOP EL 874.90

GA STD 1033D

CATCH BASIN

IE 870.57

A-9

STA. 148+44.08 RT

H = 4.83’

TOP EL 877.96

GA STD 1033D

CATCH BASIN

IE 873.63

880880

83 LF @ 1.98 %

18" PIPE

144 LF @ 2.13 %

18" PIPE

103 LF @ 2.09 %

18" PIPE

51 LF @ 1.84 %

18" PIPE

26 LF @ 1.20 %

18" PIPE

30 LF @ 0.83 %

18" PIPE

865865

865865

IE 858.50

A-5

STA. 141+50.00 RT

H = 4.83’

TOP EL 862.83

GA STD 1033D

CATCH BASIN

A-5A

OFFSET 63.15’ RT

STA. 141+50.00

GA DET. D-39

SAFETY END SECTION

IE 859.13

18 LF @ 3.50 %

18" PIPE

DRAWING No.

5/21/2025

TOTAL SHEETS8:24:18 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13329

880880

880880

0+00 5+00

D-1

STA. 144+00.00 LT

H = 5.89’

TOP EL 870.45

GA STD 1033D

EXIST. CATCH BASIN

RE-CONSTRUCT

D-1

STA. 144+00.00 LT

H = 5.89’

TOP EL 870.45

GA STD 1033D

EXIST. CATCH BASIN

RE-CONSTRUCT

IE 865.06

IE 869.82

TOP ELEV.

EXIST.

D-2

STA. 146+06.75 LT

H = 4.83’

TOP EL 873.20

GA STD 1033D

CATCH BASIN

IE 868.80

D-3

STA. 147+20.91 LT

H = 5.58’

TOP EL 874.99

GA STD 1033D

CATCH BASIN

IE 870.66

STA. 149+00.00 LT

H = 4.83’

TOP EL 879.28

GA STD 1033D

CATCH BASIN

IE 874.95

175 LF @ 2.45 %

18" PIPE

114 LF @ 1.63 %

18" PIPE

18" PIPE

102 LF @ 1.82 %

D-4

STA. 145+02.00 LT

H = 4.50’

TOP EL 870.71

GA STD 9031U

JUNCTION BOX

D-1A

104 LF @ 1.82 %

18" PIPE

IE 866.91

865865

865865

B-1A

STA. 141+78.50 LT

H = 3.10’

TOP EL 863.41

GA STD 1033D

CATCH BASIN

10 LF @ 0.50 %

18" PIPE

IE 860.76

IE 860.81

865865

865865

B-1B

STA. 141+78.50 LT

H = 3.03’

TOP EL 860.25

GA STD 1033D

CATCH BASIN

OFFSET 47.79’ LT

STA. 139+31.93

H = 3.10’

TOP EL 859.64

EXISTING DROP INLET

IE 857.4749 LF @ 0.50 %

15" PIPEIE 857.72

B-1C

B-1

H = 3.19’

TOP EL. 863.53

OFFSET 32.50’ LT

STA. 141+78.50

GA STD 1011A

MANHOLE

EL. 861.76

EL. 860.76

RGM

22-

DRAINAGE PROFILES

880880

@ PIPE C/L

PROPOSED GRADE

@ PIPE C/L

EXISTING GROUND

18" PIPE @ 3.04%

CONST. 33LF OF

EXISTING 18" PIPE

EXISTING 24" PIPE

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

870870

870870

FL. 854.00

OFFSET 35.92’ RT

STA. 163+50.00

GA STD 1120

FLARED END SECTION

FL 854.35

18" PIPE @ 1.94%

CONST. 18’ OF

EXISTING 15" CMP

@ PIPE C/L

EXISTING GROUND

@ PIPE C/L

PROPOSED GRADE

2’ DITCH

4.00%

880880

880880

IE 872.54

IE 858.28

IE 844.41

IE 842.64

11 LF @ 5.00 %

18" PIPE

IE 843.86

C-1

TOP EL. 849.84’

OFFSET 42.63’ LT

STA. 158+19.87

WITH PROPOSED SHOULDER

TO MANHOLE TO BE FLUSH

CONVERT EXISTING INLET

STA. 158+18.92 LT

H = 6.0’

TOP EL 849.91

GA STD 1033D

CATCH BASIN

E-3

E-2

STA. 156+00.00 LT

H = 4.83’

TOP EL 862.61

GA STD 1033D

CATCH BASIN

E-1

STA. 153+26.25 LT

H = 4.83’

TOP EL 876.87

GA STD 1033D

CATCH BASIN

220 LF @ 6.30 %

18" PIPE

274 LF @ 5.20 %

18" PIPE

SD-5

DRAWING No.

5/21/2025

TOTAL SHEETS8:25:00 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13330

B-1

H = 3.19’

TOP EL. 863.53

OFFSET 32.50’ LT

STA. 141+78.50

GA STD 1011A

MANHOLE

M A T

C H L I

N E

F

R O

M

I

N L E T

F

M A T

C H L I

N E

T

O

I

N L E T

F

A

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

DRAWING No.

5/21/2025

TOTAL SHEETS8:09:17 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13331

880880

F-1

STA. 153+50.00 RT

H = 4.83’

TOP EL 876.15

GA STD 1033D

CATCH BASIN

F-2

STA. 156+00.00 RT

H = 4.83’

TOP EL 862.69

GA STD 1033D

CATCH BASIN

IE 858.36

IE 871.82

250 LF @ 5.38 %

18" PIPE

200 LF @ 5.96 %

18" PIPE

F-3

STA. 158+00.00 RT

H = 4.83’

TOP EL 850.78

GA STD 1033D

CATCH BASIN

IE 846.45

STA. 159+19.31 RT

H = 10.56’

TOP EL 847.58

GA STD 1034D

CATCH BASIN

F-4

IE 837.52

140 LF @ 5.25 %

18" PIPE

860860

STA. 159+19.31 RT

H = 10.56’

TOP EL 847.58

GA STD 1034D

CATCH BASIN

F-4

F-5

STA. 161+50.00 RT

H = 4.83’

TOP EL 849.09

GA STD 1033D

CATCH BASIN

IE 844.76

F-6

STA. 163+53.07 RT

H = 4.83’

TOP EL 857.44

GA STD 1033D

CATCH BASIN

IE 853.11

147 LF @ 4.05 %

18" PIPE

200 LF @ 4.18 %

18" PIPE

F-4A

STA. 159+40.00 RT

H = 8.84’

TOP EL 847.44

GA STD 1033D

CATCH BASIN

F-4B

STA. 160+00.00 RT

H = 9.33’

TOP EL 847.63

GA STD 1033D

CATCH BASIN

IE 838.80

IE 839.10

140 LF @ 5.46 %

18" PIPE

24" PIPE

EXISTING

29 LF @ 5.45 %

18" PIPE

31 LF @ 4.13 %

RGM

RGM

860860

860860

157+00 158+00 159+00 160+00 161+00

EL 842.64

EXISTING 18" PIPE

EL 843.04 EL 843.00

EL 842.98

EL 842.85 EL 842.25 EL 841.90

EL 841.88

EL 841.85

EXISTING 24" PIPE

EXISTING 36" PIPE

EXISTING 36" PIPE

0 50-50

PIPE

18" & 24"

EXISTING

-100 -100

EXISTING 30" PIPE

C- 4

EXISTING 18" PIPE

EL 841.85

EL 841.88

EL 841.90

159+67

EXISTING SINGLE 24" PIPE

SKEW: 355°03’52.6"

FL 835.25

OFFSET 55.00’ RT

STA. 159+73.05

GDOT STD 1001-B

FOR DIMENSIONS AND QUANTITIES

USE DOUBLE BARREL WIDTH "G"

SINGLE BARREL OUTLET

HEADWALL

865865 865

EL 842.66EL 841.85

EL 845.76

0 50-50-100

159+42

SKEW: 32°41’10.9"

PIPE AT 1.00% SLOPE

CONST. 81’ OF 24"

C- 4

C- 7

FL 843.33

OFFSET 58.25’ LT

STA. 159+79.75

GDOT STD 1125

SINGLE BARREL INLET

HEADWALL

C- 5FROM

C- 5

C- 7

PROPOSED 24" PIPE

EXISTING 36" PIPE

EL 841.85

PROPOSED 24" PIPE

EXISTING 36" PIPE

EXISTING

EL 841.85

EL 842.92

EL 841.88

EL 841.90

EL 841.85PIPE AT 4.33% SLOPE

CONST. 6’ OF 18"

TO

24" PIPE

EXISTING

AND 47 SQ.YDS. FILTER FABRIC

DMAX=0.90’ DEPTH=1.35’

TYPE III RIP-RAP D50=0.60’

37 SQ.YDS. STONE DUMPED

REQUIRED:

HW100 = 848.20 HW50 = 848.16

DRAWING No.

5/20/2025

TOTAL SHEETS8:45:52 AM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13331B

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

PIPE AT 7.50% SLOPE

CONST. 9’ OF 24"

C-1

TOP EL. 849.84’

OFFSET 42.63’ LT

STA. 158+19.87

WITH PROPOSED SHOULDER

TO MANHOLE TO BE FLUSH

CONVERT EXISTING INLET

C-2

OFFSET 33.50’ LT

STA. 158+74.00

TOP ELEV. 848.00’

GDOT STD 1011A

OF PAVEMENT

TO BE ELUSH WITH TOP

EXTEND EXISTING MH

EXISTING MANHOLE

C-3

C-4

OFFSET 34.00’ LT

STA. 159+64.33

TOP ELEV. 847.42’

GDOT STD 1019A

OF PAVEMENT

TO BE ELUSH WITH TOP

EXTEND EXISTING INLET

EXISTING INLET

C-6

H = 8.84’

TOP ELEV. = 850.62

OFFSET 55.00’ LT

STA. 160+45.00

GA STD 1011A

MANHOLE

STA. 159+19.31 RT

H = 10.56’

TOP EL 847.58

GA STD 1034D

CATCH BASIN

F-4

IE 837.52

FOUNDATION BACKFILL

18 CUBIC YDS. TYPE II

OFFSET 34.00’ LT

STA. 159+32.50

TOP ELEV. 847.50’

GA STD 1019A

DROP INLET TYPE E

CONVERT EXISTING MANHOLE TO

RGM

860860

860860

157+00 158+00 159+00 160+00 161+00

EL 842.64

EXISTING 18" PIPE

EL 843.04 EL 843.00

EL 842.98

EL 842.85 EL 842.25 EL 841.90

EL 841.88

EL 841.85

EXISTING 24" PIPE

EXISTING 36" PIPE

EXISTING 36" PIPE

0 50-50

PIPE

18" & 24"

EXISTING

-100 -100

EXISTING 30" PIPE

C- 4

EXISTING 18" PIPE

EL 841.85

EL 841.88

EL 841.90

159+67

EXISTING SINGLE 24" PIPE

SKEW: 355°03’52.6"

FL 835.25

OFFSET 55.00’ RT

STA. 159+73.05

GDOT STD 1001-B

FOR DIMENSIONS AND QUANTITIES

USE DOUBLE BARREL WIDTH "G"

SINGLE BARREL OUTLET

HEADWALL

865865 865

EL 842.26EL 841.85

EL 845.76

0 50-50-100

159+42

SKEW: 32°41’10.9"

PIPE AT 0.50% SLOPE

CONST. 81’ OF 24"

C- 4

C- 7

FL 843.33

OFFSET 58.25’ LT

STA. 159+79.75

GDOT STD 1125

SINGLE BARREL INLET

HEADWALL

C- 5FROM

C- 5

C- 7

PROPOSED 24" PIPE

EXISTING 36" PIPE

EL 841.85

PROPOSED 24" PIPE

EXISTING 36" PIPE

EXISTING

EL 841.85

EL 842.92

EL 841.88

EL 841.90

EL 841.85PIPE AT 4.33% SLOPE

CONST. 6’ OF 18"

TO

24" PIPE

EXISTING

AND 47 SQ.YDS. FILTER FABRIC

DMAX=0.90’ DEPTH=1.35’

TYPE III RIP-RAP D50=0.60’

37 SQ.YDS. STONE DUMPED

REQUIRED:

HW100 = 848.20 HW50 = 848.16

DRAWING No.

10/17/2024

TOTAL SHEETS2:25:46 PM

5/20/2011

COUNTYSTATE

GA CLAYTON

ENGINEERING SERVICES DIVISION:

770-477-3674

7960 N. McDONOUGH STREET, JONESBORO, GEORGIA 30236

CLAYTON COUNTY

ENGINEERING SERVICES DIVISION

DEPT. OF TRANSPORTATION & DEVELOPMENT

CLA-15-712

AT MT. ZION PRIMARY SCHOOL

MT. ZION ROAD LEFT TURN LANE

13331B

1-inch = 5-ft VERT.

1-inch = 20-ft HORZ.

PIPE AT 7.50% SLOPE

CONST. 9’ OF 24"

C-1

TOP EL. 849.84’

OFFSET 42.63’ LT

STA. 158+19.87

WITH PROPOSED SHOULDER

TO MANHOLE TO BE FLUSH

CONVERT EXISTING INLET

C-2

OFFSET 33.50’ LT

STA. 158+74.00

TOP ELEV. 848.00’

GDOT STD 1011A

OF PAVEMENT

TO BE ELUSH WITH TOP

EXTEND EXISTING MH

EXISTING MANHOLE

C-3

OFFSET 34.00’ LT

STA. 159+32.50

TOP ELEV. 847.50’

GDOT STD 1011A

OF PAVEMENT

TO BE ELUSH WITH TOP

EXTEND EXISTING MH

EXISTING MANHOLE

C-4

OFFSET 34.00’ LT

STA. 159+64.33

TOP ELEV. 847.42’

GDOT STD 1019A

OF PAVEMENT

TO BE ELUSH WITH TOP

EXTEND EXISTING INLET

EXISTING INLET

C-6

H = 8.84’

TOP ELEV. = 850.62

OFFSET 55.00’ LT

STA. 160+45.00

GA STD 1011A

MANHOLE

STA. 159+19.31 RT

H = 10.56’

TOP EL 847.58

GA STD 1034D

CATCH BASIN

F-4

IE 837.52

FOUNDATION BACKFILL

18 CUBIC YDS. TYPE II

23-001

CROSS SECTIONS

1-inch = 5-ft VERT.

1-inch = 5-ft HORZ.

CLA-15-712 133

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

139+50

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

140+00

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

140+50

4:1

MT. ZION ROAD LEFT TURN LANE

AT MT. ZION PRIMARY SCHOOL

DRAWING No.

10/25/2024 edilidili

SHEET NO.PROJECT NUMBER

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