12032025_S McDonough St Phase 2_Full Plan Set.pdf

MILES

PLANS COMPLETED 10-20-2025

REVISIONS

0.194

0.000

0.194

PLAN OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

0.194

LENGTH OF PROJECT

SPEED DESIGN:

No. 089

DEKALB COUNTY

DESIGN

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

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

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

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

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

LOCAL ROAD

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 5.

DEKALB COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

BY:

PLANS PREPARED

DEPARTMENT OF PUBLIC WORKS

CITY OF DECATUR

01-0001

LOCATION SKETCH

25 MPH

SOUTH MCDONOUGH STREET PHASE 2

DEKALB COUNTY

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2025 CONSTRUCTION

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2025

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2025 CONSTRUCTION

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

11/05/2020

ElizabethShin

10/31/2025 GPLOT-ORD

gplotborder-ORD-PO.tbl

ATL00207.01_01-.dgn

CONCOV

DRAWING No.

CONCOV-CE

100 200

SCALE IN FEET

0 50

S MCDONOUGH ST

G A

R L

A N

D

A V

E

STA 100+85.93

BEGIN CONSTRUCTION

G R I

F F I

C

R

STA 201+10.00

LIMIT OF CONSTRUCTION

STA 110+00.00

END CONSTRUCTION

DESCRIPTIONDRAWING NO.

01-0001

02-0001

04-0001 to 04-0002

06-0001

13-0001 t0 13-0005

26-0001 to 26-0005

29-0001 to 29-0006

38-0001 to 38-0003

Cover

Index

General Notes

Summary of Quantities

Mainline Plans

Signing and Marking Plans

Landscaping Plans

Construction Details

GEORGIA CONSTRUCTION DETAILS (NOT INCLUDED IN PLANS)

GEORGIA CONSTRUCTION STANDARDS (NOT INCLUDED IN PLANS)

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

D-42 INLET SEDIMENT TRAPS (MAY 2008)

T-03a TYPE 7,8 AND 9 SQUARE TUBE POST INSTALLATION DETAIL (JULY 2002)

T-11a PAVEMENT MARKING & RAISED PAVEMENT MARKER PLACEMENT: CONVENTIONAL ROADWAYS (JULY 2024)

T-14 DETAILS OF PAVEMENT MARKING HATCHING (JULY 2024)

T-15c DETAILS OF RAISED PAVEMENT MARKERS (SEPTEMBER 2011)

T-16 BICYCLE LANE PAVEMENT MARKINGS (JULY 2024)

9032B CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (JULY 2022)

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/31/2025

ElizabethShin

GPLOT-ORD

gplotborder-ORD-PO.tbl

ATL00207.01_02-.dgn

11:04:43 PM

GPLN-CE

0001-02

S MCDONOUGH STREET

PHASE 2

N/A

INDEX LAYOUT

PAYMENT WILL BE MADE FOR THE ADDITIONAL DETOUR SIGNAGE NOT ILLUSTRATED ON THE DETOUR PLAN.

ADDITIONAL DETOUR SIGNAGE MAY BE REQUIRED IN ORDER TO CONFORM TO THE M.U.T.C.D. NO SEPARATE LATEST EDITION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND GEORGIA DOT SPECIFICATION 150. a) MEASURES TO MANAGE TRAFFIC DURING CONSTRUCTION ACTIVITIES. THE PLAN SHALL CONFORM TO THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN SHOWING THE PROPOSED CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. THE CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, BARRICADES, PRICE BID FOR TRAFFIC CONTROL - LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO, 9.

WITH SIGHT DISTANCES ALONG THE PROJECT CORRIDOR OR ANY ADJACENT SIDE ROAD OR DRIVEWAY.

ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS NOT TO INTERFERE 8.

BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY.

AS FIELD CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES ARE REQUIRED, THESE SHALL

DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MODIFY THIS MAINTENANCE OF TRAFFIC PLAN 7.

DURING THE CONSTRUCTION OF THE PROJECT WITHOUT APPROVAL.

IN THE PRICE FOR "TRAFFIC CONTROL". THE CONTRACTOR WILL NOT BE ALLOWED TO CLOSE THE ROAD APPROVAL BY DEPARTMENT OF PUBLIC WORKS BEFORE STARTING CONSTRUCTION. PAYMENT SHALL BE INCLUDED

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE A MAINTENANCE OF TRAFFIC PLAN FOR 6.

PEDESTRIAN AND BICYCLE TRAFFIC IN ADDITION TO VEHICULAR TRAFFIC.

REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. CONTRACTOR SHALL PROPERLY MAINTAIN ALL SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS IN

THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE STANDARD 5.

TRAFFIC CONTROL

SECTION 107.07 OF THE GDOT STANDARD SPECIFICATIONS.

INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-4.

SUPPLEMENTAL THERETO.

STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF ROADS AND BRIDGES, 2025 EDITION AND

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION OF GEORGIA 3.

OF DECATUR'S SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.

SOIL EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLANS PER SECTION 9.4.3 OF THE CITY

THIS PROJECT HAS LESS THAN 5,000 SF OF DISTURBED AREA. THIS PROJECT IS EXEMPT FROM2.

AN N.O.I. (IS/IS NOT) REQUIRED FOR THIS PROJECT.1.

GENERAL NOTES

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

CONTACTS SHALL BE BORNE BY THE CONTRACTOR.

ANY DAMAGE RESULTING FROM THE FAILURE OF THE CONTRACTOR TO MAKE THESE DETERMINATIONS AND ENCOUNTERED DURING CONSTRUCTION. AND DISCREPANCIES SHALL BE REPORTED TO THE CITY.

KEEP A RECORD OF ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR COMPANIES RELATIVE TO THE LOCATIONS AND ELEVATIONS ON THEIR LINES. THE CONTRACTOR SHALL RESPONSIBLE FOR IDENTIFYING AND CONTACTING THE CONTROLLING AUTHORITIES AND/OR UTILITY CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE LIMIT OF WORK MUST BE DETERMINED BY THE UTILITIES WITHIN THE LIMITS OF WORK MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO

THE LOCATION OF ALL EXISTING UTILITIES MAY NOT BE SHOWN, PRESENCE AND LOCATIONS OF ALL 12.

NECESSARY UTILITIES AT NO COST TO THE CITY.

UTILITY COMPANY REPRESENTATIVES. UTILITY COMPANIES ARE REQUIRED TO RELOCATE/ADJUST

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS WITH 11.

STANDARD SPECIFICATIONS "COOPERATION WITH UTILITIES.”

UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GDOT 811 OR 1-800-282-7411, FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND

THE CONTRACTOR SHALL BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER,

UTILITY WORK COORDINATION WILL BE REQUIRED AS A PART OF THIS CONTRACT. 10.

Utilities

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/31/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_04-.dgn

11:15:05 PM

0001-04

GENERAL NOTES

THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID.

CONFER WITH THE POST OFFICE SERVING THE AREA. ALL COST INCURRED FOR COMPLIANCE WITH PATRON, YET NOT INTERFERE WITH PROPOSED WORK. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONTRACT. THE LOCATION OF THE BOX SHOULD BE CONVENIENT TO BOTH THE MAIL CARRIER AND THE PROPERTY OWNER'S MAILBOX TO AN AREA OUTSIDE CONSTRUCTION LIMITS DURING THE LENGTH OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, AND MAINTAINING THE 19.

THE CITY.

CIRCUITRY SHALL BE MADE TO THE SATISFACTION OF THE ENGINEER WITH NO ADDITIONAL COST TO HAND DIGGING AROUND UNDERGROUND CONDUIT AS NECESSARY. ANY DAMAGED LIGHTING CONDUITS AND FROM THE CITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CAREFULLY UNCOVERING AND OBTAIN, ON REQUEST, PLANS OF EXISTING ELECTRICAL FACILITIES, SUCH AS LIGHTING CONDUIT, THE COST FOR THIS WORK SHALL BE INCLUDED IN THE OVERALL BID PRICE. THE CONTRACTOR MAY COMMENCING ANY EXCAVATION, PER THE REQUIREMENTS OF GENERAL PROVISIONS 101 THROUGH 150.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND FACILITIES PRIOR TO EXISTING UNDERGROUND LIGHTING FACILITIES ARE PRESENT WITHIN THE RIGHT-OF-WAY. THE 18.

ITEMS.

COSTS FOR SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN PRICE BID FOR OTHER CONTRACT LINE ESTABLISHED BY THE CITY OF DECATUR TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. THE OVERLAY OR WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE SAWED ON A AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN 17.

COST FOR ADA RAMPS SHALL BE INCLUDED IN THE PRICE BID FOR 8 INCH CONCRETE SIDEWALK ALL ADA RAMPS AND SIDEWALKS WITHIN RADII ARE TO BE CONSTRUCTED WITH 8 INCH CONCRETE. THE 16.

CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK (URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.

SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME GRADED AGGREGATE BASE, 6".

ASPHALT - (SURFACE COURSE FROM THE MAINLINE), 220 LB/SY RECYCLED ASPHALT CONC, 19 MM

COMMERCIAL:

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK, (URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.

ASPHALT - (SURFACE COURSE FROM THE MAINLINE), GRADED AGGREGATE BASE, 6".

RESIDENTIAL:

DRIVES SHALL BE CONSTRUCTED USING:

ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED.

APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO MAKING CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT THE TIE IN POINT, IF EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA; THE CONTRACTOR SHALL PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS.

RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHERWISE IN THE ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH / GRAVEL DRIVES.

THE PLANS. ALL OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS:

ALL DRIVEWAYS OVER 11% IN GRADE SHALL BE PAVED WITH CONCRETE UNLESS OTHERWISE NOTED IN REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER UNLESS NOTED OTHERWISE NOTED IN THE PLANS.

ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR 15.

INCLUDED IN THE PRICE BID FOR OTHER CONTRACT ITEMS.

CONSTRUCTION LAYOUT WILL BE REQUIRED BY THE CONTRACTOR. ALL COST FOR THIS ITEM WILL BE 14.

THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

FACILITY, A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION 201 OF OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO 13.

Construction Methods

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DIRECTED BY THE CITY. TRAFFIC SHALL NOT BE ALLOWED ON ANY PAVEMENT NOT PROPERLY STRIPED.

ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, OR AS LINES DO NOT CONFUSE THE TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE SATISFACTION OF THE CITY SUCH THAT THE MARKINGS ARE IN CONFLICT WITH THE TRAFFIC PATTERN BEING USED ON CONSTRUCTION, THE REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. WHERE EXISTING PAVEMENT

THE CONTRACTOR SHALL VERIFY EXISTING ROADWAY DIMENSIONS AND ADVISE THE CITY 20.

Construction Methods

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/31/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_04-.dgn

11:18:08 PM

0002-04

S MCDONOUGH STREET

PHASE 2

N/A

100% SUBMITTAL FOR CONSTRUCTION

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_06-.dgn

3:17:25 PM

0001-06

S MCDONOUGH STREET

PHASE 2

N/A

SUMMARY OF QUANTITIES

S MCDONOUGH ST

O A

K H

U R

S T

M M

R

MB 1006

MB 952

MB 946

MB 933

18"CMP

18"CMP

GRANITE HEADER

TAX PARCEL ID #15 214 03 081

ADDRESS: 1 OAKHURST COMMON DRIVE

PB. 168 PG. 29

LAUREL RIVER PROPERTIES, INC.

N/F

TAX PARCEL ID #15 214 03 051

ADDRESS: 933 S MCDONOUGH STREET

DB. 29632 PG. 379

MICHAEL J. RIPPLE

N/F

TAX PARCEL ID #15 214 02 112

ADDRESS: 1006 S MCDONOUGH STREET

DB. 30693 PG. 422

STEVE MARK WENER

N/F

TAX PARCEL ID #15 214 02 113

ADDRESS: 952 S MCDONOUGH STREET

DB. 30997 PG. 291

HAROLD HARDEE

N/F

TAX PARCEL ID #15 214 02 114

ADDRESS: 946 S MCDONOUGH STREET

DB. 28465 PG. 702

JON SMIBERT

N/F

LOCATION CD

9900#

976.24EL:

2257235.083E:

1366317.420N:

LOCATION CD

9700#

976.58EL:

2257230.330E:

1366403.712N:

BENCHMARK

CITY/STATE BOLT

979.34EL:

2257274.078E:

1366282.552N:

MB 940

N90°00'00.0"E

P

B

R

1'R

R

1'R

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXISTING LIGHT ON POWER POLE

BEGIN CONSTRUCTION

STA 100+78.97

STA: 101+87.59

OFF: 12.21' Rt.

STA: 101+89.51

OFF: 12.21' Rt.

STA: 102+06.99

OFF: 7.67' Rt.

STA: 102+12.84

OFF: 7.72' Rt.

STA: 102+15.98

OFF: 8.87' Rt.

STA: 102+17.80

OFF: 10.38' Rt.

STA: 102+13.94

OFF: 12.12' Rt.

STA: 102+17.16

OFF: 12.15' Rt.

SEE SHEET 38-0001 FOR DETAIL

TO INSTALL RAISED CONCRETE BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (21 SY)

LOCATION CD

9900#

976.24EL:

2257235.083E:

1366317.420N:

LOCATION CD

9700#

976.58EL:

2257230.330E:

1366403.712N:

BENCHMARK

CITY/STATE BOLT

979.34EL:

2257274.078E:

1366282.552N:

100% SUBMITTAL FOR CONSTRUCTION

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_13-.dgn

6:46:29 PM

13-0001

MAINLINE PLANS

M A

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S H

SCALE IN FEET

0 20 40

MB 936

MB 927

TAX PARCEL ID #15 214 03 052

ADDRESS: 927 S MCDONOUGH STREET

DB. 25309 PG. 372

CITY OF DECATUR

BOARD OF EDUCATION

N/F

TAX PARCEL ID #15 214 02 115

STREET

ADDRESS: 940 S MCDONOUGH

DB. 30059 PG. 108

AISHA K. BROOKS JOHNSON

N/F

TAX PARCEL ID #15 214 02 116

ADDRESS: 936 S MCDONOUGH STREET

DB. 26458 PG. 519

GEORGE HUGHES

N/F

TAX PARCEL ID #15 214 02 117

ADDRESS: 932 S MCDONOUGH STREET

DB. 2306 PG. 692

ALICE O. BROWNER

N/F

TAX PARCEL ID #15 214 02 095

ADDRESS: 129 GRIFFIN CIRCLE

DB. 2306 PG. 692

DANA M. ARGROVES

N/F

TAX PARCEL ID #15 214 03 055

ADDRESS: 917 S MCDONOUGH STREET

DB. 22532 PG. 383

CITY OF DECATUR

BOARD OF EDUCATION

N/F

MB 932

N90°00'00.0"E

STA: 103+40.49

OFF: 7.31' Rt.

STA: 103+59.83

OFF: 10.06' Rt.

STA: 103+39.70

OFF: 12.08' Rt.

1'R

R

1'R

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXISTING LIGHT ON POWER POLE

STA: 103+35.34

OFF: 12.05' Rt.

STA: 103+36.24

OFF: 8.73' Rt.

STA: 103+34.64

OFF: 10.35' Rt.

SEE SHEET 38-0001 FOR DETAIL

TO INSTALL RAISED MOUNTABLE CONCRETE MEDIAN,

SAWCUT & REMOVE EXISTING ASPHALT (11 SY)

STA: 104+11.16

OFF: 1.52' Lt.

1.5'R

STA: 104+11.21

OFF: 1.48' Rt.

SEE SHEET 38-0001 FOR DETAIL

TO INSTALL RAISED CONCRETE BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (17 SY)

SEE SHEET 38-0001 FOR DETAIL

TO INSTALL RAISED CONCRETE BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (18 SY)

R

1' R

STA: 104+62.89

OFF: 12.02' Lt.

STA: 104+68.55

OFF: 12.05' Lt.

STA: 104+80.58

OFF: 12.00' Lt.

STA: 104+73.99

OFF: 12.03' Lt.

STA: 104+79.84

OFF: 9.26' Lt.

STA: 104+81.15

OFF: 10.18' Lt.

STA: 104+76.88

OFF: 8.37' Lt.

R

1' R

STA: 104+19.86

OFF: 1.40' Lt.

STA: 104+21.94

OFF: 1.26' Lt.

STA: 104+27.61

OFF: 0.57' Lt.

STA: 104+27.49

OFF: 1.42' Rt.

R

1'R

STA: 104+53.78

OFF: 12.01' Lt.

STA: 104+67.90

OFF: 8.54' Lt.

STA: 104+63.03

OFF: 8.89' Lt.

STA: 104+53.66

OFF: 10.02' Lt.STA: 103+59.69

OFF: 12.05' Rt.

LOCATION CD

9901#

988.46EL:

2257260.132E:

1366679.904N:

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

1:58:39 PM

13-0002

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

G R I

F F

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ICV

OUT: 988.58

TOP: 994.55

DI

TAX PARCEL ID #15 214 03 055

ADDRESS: 917 S MCDONOUGH STREET

DB. 22532 PG. 383

CITY OF DECATUR

BOARD OF EDUCATION

N/F

TAX PARCEL ID #15 214 02 095

ADDRESS: 129 GRIFFIN CIRCLE

DB. 2306 PG. 692

DANA M. ARGROVES

N/F

CITY OF DECATUR

N/F

P C

P T

CURVE# 1

PI 105+64.98

N 1,366,811.0761

E 2,257,238.2818

¬ 08°07'00.2" (LT)

D 09°32'57.47"

T 42.57'

L 85.00'

R 600.00'

E 1.51' ed 0.0%

P I

STA: 106+44.42

OFF: 6.04' Lt.

1' R

1' R

R

R

1' R

R

1' R

R

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

STA: 106+47.70

OFF: 7.24' Lt.

STA: 106+51.14

OFF: 10.18' Lt.

STA: 106+25.10

OFF: 10.94' Lt.

STA: 106+24.10

OFF: 11.93' Lt.

STA: 106+11.23

OFF: 11.92' Lt.

STA: 106+10.53

OFF: 10.21' Lt.

STA: 106+13.43

OFF: 7.33' Lt.

STA: 106+25.16

OFF: 6.92' Lt.

STA: 106+36.02

OFF: 6.09' Lt.

SEE SHEET 38-0001 FOR DETAIL

TO INSTALL RAISED CONCRETE BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (11 SY)

STA: 105+35.89

OFF: 7.07' Lt.

STA: 105+33.01

OFF: 7.18' Lt.

STA: 105+38.83

OFF: 8.14' Lt.

STA: 105+40.91

OFF: 10.03' Lt.

STA: 105+40.25

OFF: 11.77' Lt.

STA: 105+27.13

OFF: 11.99' Lt.

R

R

R

R

SEE SHEET 38-0003 FOR DETAIL

TO INSTALL LANDSCAPING BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (14 SY)

SEE SHEET 38-0003 FOR DETAIL

TO INSTALL LANDSCAPING BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (15 SY)

7.09'

+35.02

10.90'

+35.03

.0

.4

.1

.9

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/3/2025

ElizabethShin

GPLOT-ORD

3:12:48 PM

13-0003

A

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A

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M B

MB 826

MB 823

GRANITE HEADER

CITY OF DECATUR

N/F

TAX PARCEL ID #15 214 02 071

ADDRESS: 826 S MCDONOUGH STREET

DB. 28819 PG. 196

WAYNE SALTER, JR.

N/F

TAX PARCEL ID #15 214 02 070

ADDRESS: 110 GARLAND AVENUE

DB. 23820 PG. 699

LINDA BEER

N/F

TAX PARCEL ID #15 214 03 055

ADDRESS: 917 S MCDONOUGH STREET

DB. 22532 PG. 383

CITY OF DECATUR

BOARD OF EDUCATION

N/F

N10° 49'3

6.1" W

P C

P T

CURVE# 2

PI 109+76.88

N 1,367,215.8085

E 2,257,161.0110

¬ 11°45'02.4" (RT)

D 14°19'26.20"

T 41.16'

L 82.04'

R 400.00'

E 2.11' ed 0.0%

P I

1'R

R

R

EXIST. R/W

E X

IS

T.

/W

END CONSTRUCTION

STA 110+00.00

GARLAND AVE-CLOSED SLIP LANE

STA 300+00.00

S MCDONOUGH ST

STA 109+68.61

GARLAND AVE-OPEN LANE

STA 200+00.00

S MCDONOUGH ST

STA 108+48.78

TIE TO EXISTING CURB

STA: 200+47.53

OFF: 0.22' Lt.

65' R

CONSTRUCT NEW LANDSCAPING ISLAND

REMOVE EXISTING CURB LINE

2257185.07E

1367089.98N

2257163.9E

1367207.91N

STA: 108+08.91

OFF: 11.50' Lt.

STA: 108+13.56

OFF: 11.52' Lt.

STA: 108+25.51

OFF: 11.53' Lt.

SEE SHEET 38-0001 FOR DETAIL

INSTALL INLET SEDIMENT TRAP,

SEE SHEET 38-0002 FOR DETAIL

INSTALL TREE PROTECTION FENCING,

INSTALL GRANITE CURB

R

25' R

SEE SHEET 38-0003 FOR DETAIL

TO INSTALL LANDSCAPING,

SAWCUT & REMOVE EXISTING ASPHALT (70 SY)

TIE TO EXISTING CURB

STA: 300+98.84

OFF: 10.39' Rt.

5' R

R

7.5'

R 3' R

32'R

R

R

SEE SHEET 38-0003 FOR DETAIL

TO INSTALL LANDSCAPING BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (48 SY)

SEE SHEET 38-0003 FOR DETAIL

TO INSTALL LANDSCAPING BULBOUT,

SAWCUT & REMOVE EXISTING ASPHALT (17 SY)

10.4 5'

+26.

6.61' +26.1

.1

8.3 0'

+9.

9.76

+8.2

2.59'

301+53.75

2.54'

200+90.70

2.19'

201+01.31

LIMIT OF CONSTRUCTION

STA 201+37.59 4.18'

201+01.51

4.82'

301+50.03

4.84'

301+49.53

8.77'

301+02.62

7.

'30

0+5 2.

9.15'

300+51.86

0.30'

300+43.90

.2

12.84'

300+20.60

N

E

P R C

PC 20

0+51.

P R C

CURVE# 4

PI 201+16.09

N 1,367,077.3957

E 2,257,293.8837

¬ 07°02'29.2" (LT)

D 14°19'26.20"

T 24.61'

L 49.16'

R 400.00'

E 0.76' ed 0.0%

CURVE# 3

PI 200+72.63

N 1,367,103.6258

E 2,257,256.4114

¬ 45°49'05.7" (RT)

D 114°35'29.61"

T 21.13'

L 39.98'

R 50.00'

E 4.28' ed 0.0%

PI 201+16.09

PI 200+72.63

POB 20

0+00.

200+00

S E

P C

P C C

CURVE# 5

PI 301+31.06

N 1,367,108.4153

E 2,257,249.2138

¬ 15°36'13.5" (LT)

D 26°22'00.24"

T 29.77'

L 59.18'

R 217.30'

E 2.03' ed 0.0%

P I

P O B

P O E

LOCATION CD

9902#

979.97EL:

2257181.528E:

1367029.172N:

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

1:47:42 PM

13-0004

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

MB 819

W O

O D

TAX PARCEL ID #15 214 03 057

ADDRESS: 819 S MCDONOUGH STREET

DB. 3718 PG. 620

BENNY EUGENE BROWN

N/F

TAX PARCEL ID #15 214 03 058

ADDRESS: 815 S MCDONOUGH STREET

DB. 30841 PG. 433

JILL M. MYERS FAMILY TRUST

N/F

TAX PARCEL ID #15 214 03 059

ADDRESS: 811 S MCDONOUGH STREET

DB. 27850 PG. 758

STEPHANIE KOLB

N/F

TAX PARCEL ID #15 214 02 074

ADDRESS: 814 S MCDONOUGH STREET

DB. 21767 PG. 302

LORI LYNN WOROSCHUK

N/F

TAX PARCEL ID #15 214 02 073

ADDRESS: 818 S MCDONOUGH STREET

DB. 26808 PG. 149

ALEXANDRIA L. WOODRUFF

N/F

TAX PARCEL ID #15 214 02 072

ADDRESS: 822 S MCDONOUGH STREET

DB. 30440 PG. 50

AMY HUSSEINI REVOCABLE TRUST

N/F

MB 822

N00°55'26.3"E

P O

E

.8

EXIST. R/W

EXIST. R/W

BENCHMARK

60D IN PP

1003.55EL:

2257177.902E:

1367337.147N:

LOCATION CD

9903#

999.21EL:

2257178.616E:

1367308.653N:

NO PROPOSED CONSTRUCTION ON THIS PAGE

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

1:25:14 PM

13-0005

A

T C

H L

I N

E

S H

N90°00'00.0"E

S MCDONOUGH ST

O A

K H

U R

M M

SEE SHEET 38-0001 FOR SPECS

INSTALL ON CENTERLINE STRIPE.

YELLOW/BLACK, 19 FT

TREETOP RECYCLED RUBBER SPEED BUMP,

STOP BAR

24" WHITE,

GDOT DETAIL T-11A CROSSWALK

DETAIL C WHITE HATCH

GDOT DETAIL T-14

R

R

R

R

R

SEE SHEET 38-0001 FOR SPECS

INSTALL ALONG HATCH STRIPE.

WHITE/BLACK, 6 FT (TYP)

TREETOP RECYCLED RUBBER SPEED BUMP,

BEGIN RPMS AT STA 101+38.45

AT 20' C-C SPACING (GDOT DETAIL 9100)

RAISED PAVEMENT MARKERS (RPMS)

5" DOUBLE YELLOW CENTERLINE W/ TYPE 1 Y/Y

OFF: 2.54' Rt.

STA: 101+13.07

TIE TO EXISTING STRIPING

35.54' Lt.OFF:

101+12.66STA:

21.94' Lt.OFF:

101+16.70STA:

7.57' Lt.OFF:

101+59.98STA:

13.09' Lt.OFF:

101+90.96STA:

6.76' Rt.OFF:

102+16.56STA:

13.22' Rt.OFF:

102+24.41STA:

6.70' Rt.OFF:

102+10.49STA:

7.99' Rt.OFF:

101+94.48STA:

13.23' Rt.OFF:

101+64.01STA:

3.86' Lt.OFF:

102+06.90STA:

3.30' Lt.OFF:

102+10.58STA:

.7

.7

.5

.1

.0

.4

.1

REMOVE SPEED HUMP SIGN

W1-4L (30x30)

STA 101+40.84

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

5' SPACING

12" WHITE HATCH,

8" WHITE EDGE LINE (TYP)

DETAIL C WHITE HATCH

PER GDOT DETAIL T-14

8" WHITE EDGE LINE,

34.48' Lt.OFF:

100+87.60STA:

34.49' Lt.OFF:

101+00.28STA:

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/3/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_26-.dgn

3:35:50 PM

0001-26

SIGNING AND MARKING PLANS

SCALE IN FEET

0 20 40

M A

T C

H L I

N E

S H

WITH YELLOW PAINT

PAITN FACE OF MEDIAN CURB

.5

.9

N90°00'00.0"E

S MCDONOUGH ST

STOP BAR

24" WHITE,

AT 20' C-C SPACING

W/ TYPE 1 Y/Y RPMS

5" DOUBLE YELLOW CENTERLINE

GDOT DETAIL T-11A CROSSWALK

R

13.18' Rt.OFF:

103+87.36STA:

13.02' Rt.OFF:

103+30.57STA:

.2

.9

4 3

.3

W1-4R (30x30)

STA 104+79.17

12.75' Lt.OFF:

104+85.37STA:

STA 104+85.14

END RPMS

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

REMOVE SPEED HUMP SIGN

5' SPACING (TYP)

12" WHITE HATCH,

8" WHITE EDGE LINE (TYP)

5" OUTER DOUBLE YELLOW

GDOT DETAIL T-14, DETAIL A YELLOW HATCH

REMOVE EXISTING HATCH AND REINSTALL

.8

.6

.4

.0

.3

.3

.1

6.43' Rt.OFF:

103+37.12STA:

6.42' Rt.OFF:

103+41.36STA:

25.03' Lt.OFF:

104+94.94STA:

7.33' Lt.OFF:

104+78.54STA:

7.60' Lt.OFF:

104+65.39STA:

13.04' Lt.OFF:

104+20.29STA:

1/2"RB

1/2"RB

1/2"RB

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

10:29:04 AM

0002-26

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

CENTERLINE

5" DOUBLE YELLOW

R

R

5" WHITE EDGE LINE (TYP)

3.84'

+65.76 4.34'

+86.27 4.94'

+75.89 4.89'

+95.89 5.90'

+22.71

S MCDONOUGH ST

G R I

F F

R

FOR PARALLEL PARKING (TYP)

5" WHITE STRIPING

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

DO NOT SAWCUT EXISTING STRIPING

EXISTING CROSSWALK TO REMAIN

12.84' Lt.OFF:

105+23.06STA:

10.10' Lt.OFF:

105+25.24STA:

6.18' Lt.OFF:

105+32.98STA:

5.14' Rt.OFF:

105+49.04STA:

TIE TO EXISTING STRIPING

6.07' Lt.OFF:

105+35.85STA:

7.41' Lt.OFF:

105+39.52STA:

4.87' Lt.OFF:

106+14.49STA:

12.89' Lt.OFF:

106+06.35STA:

12.57' Lt.OFF:

105+45.24STA:

12.95' Lt.OFF:

106+55.92STA:

5.02' Lt.OFF:

106+46.65STA:

12.73' Lt.OFF:

107+15.92STA:

27.04' Lt.OFF:

105+14.13STA:

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

10:21:08 AM

0003-26

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

DEAD

END

STOP

4.90'

+63.79 4.82'

+83.79

4.72'

+12.32

TO REMAIN

EXISTING STOP BAR

TO REMAIN

EXISTING STOP BAR

10'

10.96'

300+48.50

4.77'

300+38.78

1.38'

+87.57

0.56'

+6.55

.9

.9

10'

R

8.87'

+42.88

9.51'

+23.42

DRIVEW

AY

N10° 49'3

6.1" W

N

E

200+00

S E

G A

R L

A

E

S MCDONOUGH ST

STOP BAR (TYP)

24" WHITE,

FOR PARALLEL PARKING (TYP)

5" WHITE STRIPING

2257185.07E

1367089.98N

2257163.9E

1367207.91N

2', 6' GAP (TYP)

5" WHITE SKIP

5" WHITE EDGE LINE (TYP)

R

W14-1 (30x30)

STA 109+05

R1-1 (30x30)

STA 300+37.53

ISLAND EXTENSION WITH LANDSCAPING

REMOVE HATCHING TO INSTALL

5" WHITE EDGE LINE

SEE SHEET 38-0001 FOR SPECS

INSTALL ON CENTERLINE TO PREVENT QUEUE JUMPING,

YELLOW/BLACK, 19 FT (TYP)

TREETOP RECYCLED RUBBER SPEED BUMP,

5" WHITE EDGE LINE (TYP)

E X

IS

T.

& "STOP" SIGN TO REMAIN

EXISTING "DO NOT ENTER" SIGN

SIGNS TO REMAIN (TYP)

EXISTING "ONE WAY"

10'R

R 31'

R

10.08' Lt.OFF:

300+61.23STA:

1.03' Rt.OFF:

300+44.60STA:

R8-3 (24x24)

300+69.29STA:

R8-3 (24x24)

300+82.26STA:

HATCHING HERE

KEEP EXISTING

DO NOT SAWCUT EXISTING STRIPING

EXISTING CROSSWALK TO REMAIN

TO REMAIN

EXISTING STOP BAR

12.48' Lt.OFF:

108+03.74STA:

33' TAPER TO EXISTING CURB

5" WHITE STRIPE

12.73' Rt.OFF:

109+94.35STA:

20.32' Rt.OFF:

109+66.53STA:

13.92' Rt.OFF:

109+56.56STA:

14.05' Rt.OFF:

109+39.36STA:

1.10' Lt.OFF:

201+03.20STA:

W2-50 (18x18)

301+13.00STA:

11.05' Lt.OFF:

301+01.77STA:

0.96'

301+02.32

4.80'

301+02.17

THAT OVERLAP WITH BIKE LANE

ERADICATE EXISTING PAVEMENT MARKINGS

1.54' Lt.OFF:

200+90.67STA:

12" WHITE HATCH, 5' SPACING

11.68' Lt.OFF:

301+27.68STA:

5" WHITE EDGE LINE (TYP)

12" SPACING

YIELD LINE, 12"x18", ONE WAY

ONE WAY

STOP

ONE WAY

STOP

STOP

ENTER

DO NOT

MARKER

GAS LINE

ENTER

DO NOT

MARKER

GAS LINE

LANE

BIKE

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

2:38:27 PM

0004-26

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

SCALE IN FEET

0 20 40

5" SKIP WHITE

OFF: 9.31' Lt.

STA: 201+37.59

OFF: 3.99' Lt.

STA: 201+13.84

T R

N A

M E R

O C

K

N00°55'26.3"E

S MCDONOUGH ST

EXIST. R/W

EXIST. R/W

1/2"RB

NO PROPOSED CONSTRUCTION THIS SHEET

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

10:13:37 AM

0005-26

A

T C

H L

I N

E

S H

N90°00'00.0"E

S MCDONOUGH ST

O A

K H

U R

M M

EXIST. R/W EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

10"HW

28"HW

CM

CM

8"HW

23"PINE

11"HW

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_29-.dgn

11:17:00 AM

0001-29

LANDSCAPING PLANS

A

T C

H L I

N E

S H

SCALE IN FEET

NO PROPOSED LANDSCAPING ON THIS PAGE

N90°00'00.0"E

S MCDONOUGH ST

EXIST. R/W EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

15"HW

CM

16"HW

18"HW

10"HW

CM

CM

29"PINE

16"PINE

28"PINE

22"PINE

25"PINE

17"PINE

17"PINE

16"PINE

23"PINE

10"HW6001

1/2"RB

1/2"RB

1/2"RB

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

11:14:29 AM

0002-29

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

SCALE IN FEET

S MCDONOUGH ST

G R I

F F

R

(15) Eragrostis spectabilis

(18) Coreopsis auriculata 'Nana'

(20) Coreopsis auriculata 'Nana'

(15) Eragrostis spectabilis

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

24"HW

20"HW

30"HW

43"HW 33"HW

CM

11"HW

23"HW

CM

24"HW

16"HW

42"HW

22"23"HW

G R I

F F

R C

L E

CM

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

11:11:20 AM

0003-29

S MCDONOUGH STREET

PHASE 2

N/A

LANDSCAPING PLANS

M A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

N10° 49'3

6.1" W

N

E

200+00

S E

G A

R L

A

E

S MCDONOUGH ST

(20) Eragrostis spectabilis

(20) Coreopsis auriculata 'Nana'

(28) Coreopsis auriculata 'Nana'

(10) Itea virginica 'Little Henry'

(60) Carex cherokeensis

(80) Carex cherokeensis

(40) Phlox subulata

(40) Eragrostis spectabilis

(11) Itea virginica 'Little Henry'

(50) Carex cherokeensis

(40) Eragrostis spectabilis

(7) Itea virginica 'Little Henry'

(65) Sisyrinchium albidum

TO PREVENT EROSION, SEE 29-0006 FOR SPECS

PLACE 1 MAN FIELDSTONE BOULDERSEXIST. R/W

E X

IS

T.

(28) Sisyrinchium albidum

(25) Eragrostis spectabilis

(11) Itea virginica 'Little Henry'

(13) Eragrostic spectabilis

(5) Itea virginica 'Little Henry'

(60) Coreopsis auriculata 'Nana'

SEE SHEET 38-0002 FOR DETAIL

INSTALL TREE PROTECTIVE FENCING,

1/2"OTP

16"POP

O R

N

13"HW

38"HW

44"HW

31"HW

26"HW

40"HW

14"HW

15"HW

34"HW

18"HW

27"PINE

14"22"HW

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

11:10:27 AM

0004-29

A

T C

H L I

N E

S H

M A

T C

H L I

N E

S H

T R

N A

M E R

O C

K

N00°55'26.3"E

S MCDONOUGH ST

EXIST. R/W

EXIST. R/W

1/2"RB

8"SYC

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2025

ElizabethShin

GPLOT-ORD

11:01:37 AM

0005-29

A

T C

H L

I N

E

S H

SCALE IN FEET

PLANTING NOTES

GIVEN BY THE OWNER.

ARCHITECTURE FOR A RESOLUTION. DO NO PROCEED UNTIL FURTHER DIRECTION HAS BEEN

15. ALL QUESTIONS AND CHANGES SHALL BE DIRECTED TO THE OWNER AND LANDSCAPE

RECEIVE A ONE YEAR GUARANTEE FROM TIME OR REPLACEMENT PLANTING.

YEAR PERIOD FOLLOWING ACCEPTANCE BY THE OWNER. ALL REPLACEMENTS SHALL

14. ALL PLANT MATERIAL (NEW AND TRANSPLANTED) SHALL BE GUARANTEED FOR A ONE

DESCRIBING ALL REQUIRED MAINTENANCE PROCEDURES FOR A ONE YEAR PERIOD.

13. CONTRACTOR IS TO PROVIDE THE OWNER WITH A MAINTENANCE SCHEDULE

AT ALL TIMES.

COMPLETE PRIOR TO INSTALLATION OF PLAN MATERIAL. MAINTAIN POSITIVE DRAINAGE

12. CONTRACTOR SHALL INSURE THAT ALL BERMING AND GRADING OPERATIONS ARE

INSTALLATION.

11. CONTRACTOR TO PROVIDE IRRIGATION SHOP DRAWING FOR REVIEW PRIOR TO

10. SHRUB BEDS SHALL BE MULCHED IN THEIR ENTIRETY, TO THE DEPTH SPECIFIED.

BEDS PER MANUFACTURER RECOMMENDATIONS.

9. PRIOR TO MULCHING, APPLY COMMERCIAL PRE-EMERGENT HERBICIDE TO ALL PLANT

VIEW.

8. ORIENT PLANT MATERIALS WITH THE BEST SIDE OF PLANT TO THE MOST PROMINENT

LANDSCAPE ARCHITECT BEFORE COMMENCING INSTALLATION.

BEDS PRIOR TO COMMENCING INSTALLATION. OBTAIN APPROVAL OF THE OWNER AND

7. STAKE-OUT ALL TREES, AND THE OUTLINE OF ALL SHRUB, GROUNDCOVER, AND FLOWER

BY SCALING DRAWINGS. DESIGN INTENT SHALL BE MAINTAINED AT ALL TIMES.

6. UNLESS OTHERWISE NOTED ON THE PLANS, PLANT LOCATIONS SHALL BE DETERMINED

ARCHITECT.

5. PLANT SUBSTITUTIONS NOT ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE

LANDSCAPE ASSOCIATION (ANLA).

4. ALL PLANT MATERIAL SHALL MEET THE STANDARDS OR THE AMERICAN NURSERY &

TREE FARMS.

3. LANDSCAPE ARCHITECT TO TAG/APPROVE ALL PLANT MATERIAL AT LOCAL NURSERY OR

2. PLANT MATERIAL SIZE LISTED SHALL BE CONSIDERED MINIMUM INSTALLATION SIZE.

PLANTING PLAN OCCUR, THE PLANTING PLAN SHALL PREVAIL.

PLANTING PLAN. SHOULD DISCREPANCIES BETWEEN THE PLANT MATERIALS LIST AND THE

CONFIRM THE ACTUAL NUMBER OF PLANTS REQUIRED FOR EACH SPECIES BASED ON THE

1. PLANT MATERIAL QUANTITIES PROVIDED ARE APPROXIMATE. CONTRACTOR SHALL

TREE PROTECTION NOTES

PLANT SCHEDULE

As shownPot#3Virginia SweetspireItea virginica 'Little Henry'44

SpacingContainerSizeCommon NameBotanical NameQty

12" O.C.Pot#1Blue-eyed GrassSisyrichium albidum93

18" O.C.Pot#1Moss PhloxPhlox subulata40

18" O.C.Pot#1Purple LovegrassEragrostic spectabilis148

18" O.C.Pot#1Dwarf TickseedCoreopsis auriculata 'Nana'126

12" O.C.Pot#1Cherokee SedgeCarex cherokeensis190

SpacingContainerSizeCommon NameBotanical NameQty

ACTIVITIES, THE CITY ARBORIST MAY REQUIRE THAT THE TREE BE REMOVED.

4. IF THE CITY ARBORIST DETERMINES THAT THE TREE IS IRREPARABLY DAMAGED DUE TO LAND DISTURBANCE

THAT THE TREE BE TREATED ACCORDING TO PROFESSIONAL STANDARDS TO MITIGATE THE DAMAGE.

TO EITHER PERMITTED OR NON-PERMITTED LAND DISTURBANCE ACTIVITIES, THE CITY ARBORIST SHALL REQUIRE

3. WHEN THE CITY ARBORIST DETERMINES THAT SIGNIFICANT DAMAGE HAS OCCURRED TO ANY PROTECTED TREE DUE

INSTALLATION.

FOR AN ON-SITE INSPECTION AFTER TREE PROTECTION MEASURES ARE INSTALLED AND PRIOR TO FINAL LANDSCAPE

UNTIL AFTER FINAL INSPECTION. THE CITY ARBORIST OR THEIR DESIGNATED REPRESENTATIVE SHALL BE CONTACTED

2. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED

AVOIDANCE OF ANY SOIL DISTURBANCE OR LAND DEVELOPMENT ACTIVITIES WITHIN THE TREE PROTECTION ZONE.

INSTALLATION OF A TEMPORARY BRIDGE OVER THE ROOT SYSTEM FOR ANY TREE WITHIN THE TREE PROTECTION ZONE;

CONSTRUCTION; CUTTING OR DAMAGE TO THE STRUCTURAL ROOT PLATE IS PROHIBITED;

ROOT PRUNING USING ANSI STANDARD A300 FOR ANY NON-STRUCTURAL ROOTS THAT MAY BE EXPOSED DURING

AN APPROPRIATE HEIGHT TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT;

PRECONSTRUCTION LIMB PRUNING ON ANY TREE WITHIN THE CONSTRUCTION ZONE USING ANSI STANDARD A300 AT

PLACEMENT OF A 2-INCH LAYER OF MULCH WITHIN THE CRITICAL ROOT ZONE;

REMOVAL OF INVASIVE WEEDS BY NON-MECHANICAL MEANS THAT DO NOT DAMAGE SOIL AND TREE ROOTS AND

POSTING OF TREE PROTECTION SIGNS IN BOTH ENGLISH AND SPANISH STATING "TREE PROTECTION ZONE-KEEP OUT";

TEMPORARY CHAIN LINK FENCE OR FOUR FOOT ORANGE TREE PROTECTION FENCING AND STAKED HAY BALES;

ERECTION OF TREE PROTECTION FENCING AROUND THE OUTER LIMITS OF THE CRITICAL ROOT ZONE TO INCLUDE

THE CITY OF DECATUR CODE OF ORDINANCES:

1. ACTIVE TREE PROTECTION MEASURES SHALL CONSIST OF THE FOLLOWING, IN ACCORDANCE WITH SECTION 9.1 OF

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

100% SUBMITTAL FOR CONSTRUCTION

1 MAN FIELDSTONE BOULDERS NOTES

OR UNDAMAGED FABRIC AT NO EXPENSE TO THE DEPARTMENT.

-REMOVE CONTAMINATED FABRIC OR FABRIC DAMAGED DURING INSTALLATION OR BOULDERS PLACEMENT. REPLACE WITH UNCONTAMINATED

-ALWAYS PROTECT THE FABRIC DURING CONSTRUCTION FROM CLOGGING DUE TO CLAY, SILTS, CHEMICALS, OR OTHER CONTAMINANTS.

THAN 3 FT. (1 M) DURING CONSTRUCTION.

-LOOSLEY PLACE THE FABRIC TO PREVENT STRETCHING AND TEARING DURING BOULDER PLACEMENT. DO NOT DROP THE STONES MORE

-PLACE THE FABRIC SO THAT THE UPSTREAM STRIP WILL OVERLAP THE DOWNSTREAM STRIP.

PINS ON OR WITHIN 3 IN. (75 MM) OF THE CENTERLINE OF THE OVERLAP.

-ANCHOR THE FILTER FABRIC IN PLACE WITH SECURING PINS OF THE TYPE RECOMMENDED BY THE FABRIC MANUFACTURER. PLACE THE

-PLACE THE STRIPS TO PROVIDE A WIDTH OF AT LEAST 1 FT. (300 MM) OF OVERLAP FOR EACH JOINT.

-PLACE THE FABRIC WITH THE LONG DIMENSION RUNNING UP THE SLOPE. MINIMIZE THE NUMBER OF OVERLAPS.

-PREPARE THE SURFACE TO RECEIVE THE FABRIC UNTIL IT IS SMOOTH AND FREE FROM OBSTRUCTIONS, DEPRESSIONS, AND DEBRIS.

3. PLACE WOVEN PLASTIC FILTER FABRIC UNDER ALL BOULDERS. FOLLOW THESE REQUIREMENTS FOR PLACING THE FILTER FABRIC:

PLACE BOULDERS TO AT LEAST 12 IN. (300 MM) THICK, BUT NO GREATER THAN 2 FT. (600 MM) THICK.

TOLERANCE FOR THE COURSE IS PLUS 12 IN. (300 MM) WITH NO UNDER-TOLERANCE. IF THE PLANS DO NOT SHOW A THICKNESS, -DUMP AND HANDLE BOULDERS INTO PLACE TO FORM A COMPACT LAYER TO THE DESIGN THICKNESS. ENSURE THAT THE THICKNESS

2. PLACE BOULDERS TO THE LIMITS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. PLACE AND CLASSIFY BOULDERS AS FOLLOWS:

-AFTER PLACING THE BOULDERS, BACKFILL THE TOE DITCH AND REMOVE EXCESS DIRT.

DEEP IN ORIGINAL GROUND AND THE SIDE NEXT TO THE FILL OR CUT HAS THE SAME SLOPE.

ORIGINAL GROUND AROUND THE TOE OF THE FILL OR THE CUT SLOPE. ENSURE THAT THE TOE DITCH IS 6-8 INCHES

-UNLESS OTHERWISE SHOWN OR PROVIDED BELOW, BEGIN PLACING THE BOULDERS IN A TOE DITCH CONSTRUCTED IN

MATERIAL.

-WHEN FILLING DEPRESSIONS, COMPACT THE NEW MATERIAL WITH HAND OR MECHANICAL TAMPERS. DISPOSE OF EXCESS

AND GRADES BEFORE BEGINNING THE PLACEMENT.

1. PREPARE THE GROUND SURFACE WHERE THE BOULDERS WILL BE PLACED TO CONFORM WITH THE CORRECT LINES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/31/2025

ElizabethShin

GPLOT-ORD

4:25:45 PM

0006-29

S MCDONOUGH STREET

PHASE 2

N/A

N.T.S.

MOUNTABLE MEDIAN DETAIL

MATERIAL

MOUNT TYPE

DIMENSIONS

RECYCLED RUBBER

BOLT DOWN (FOR ALL)

67"L x 14"W x 2.25"H (SEE ABOVE)

+ HARDWARE

6 FT SPEED BUMP (1) 4.5' SECTION + (2) END CAPS

BUMP KIT WHITE / BLACK

TREETOP PREMIUM RECYCLED RUBBER SPEED DESCRIPTION

SKU 3ZB3040

CAPS + (6) CONNECTOR RODS + HARDWARE

19 FT SPEED BUMP (4) 4.5' SECTION + (2) END

SPEED BUMP KIT YELLOW/ BLACK

TREETOP PREMIUM RECYCLED RUBBER DESCRIPTION

SKU 3ZB3038

100% SUBMITTAL FOR CONSTRUCTION

TRAVERSABLE MEDIAN

PAVEMENT

0.125

PAVEMENT

N.T.S.

MODIFIED GDOT 9032B DETAIL

RAISED CONCRETE BULBOUT DETAIL,

PAVEMENT

DIMENSIONS OF CONCRETE BULBOUT WILL BE AS SHOWN IN PLANS

NOTE:

INLET SEDIMENT TRAP - Sd2

N.T.S.

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

8"

H

M

IN

R 0.5"

3 INCH HEIGHT

TYPE 9 CONCRETE HEADER CURB

EXISTING CURB TO REMAIN

1' OFFSET 6 INCH HEIGHT

TYPE 2 CONCRETE HEADER CURB

1/2" EXP. JOINT

M

IN

COMPACTED EARTH FILL

CONCRETE MEDIAN, 4 INCH

CONCRETE MEDIAN, 6 INCH

GRADED AGGR BASE, 6 INCH

USE EXISTING JOINTS WHERE POSSIBLE

EXISTING PAVEMENT,

SAW CUT AND REMOVE

1'

ASPHALTIC CONCRETE

FILL IN WITH

SAW CUT

ASPHALTIC CONCRETE

FILL IN WITH

1/2" EXP. JOINT

1'

SAW CUT

SAW CUT

VARY CROSS SLOPE TO ENSURE POSITIVE DRAINAGE FLOW

MATCH EXISTING PAVEMENT ELEVATION,

MATCH EXISTING PAVEMENT CROSS SLOPE

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

ATL00207.01_38-.dgn

1:55:10 PM

000138-

S MCDONOUGH STREET

PHASE 2

N/A

CONSTRUCTION DETAILS

SHRUB PLANTING DETAIL

N.T.S.

PERENNIAL AND ORNAMENTAL GRASS PLANTING DETAIL

N.T.S.

PLANT SPACING DETAIL

N.T.S.

TREE PROTECTION FENCING DETAIL

100% SUBMITTAL FOR CONSTRUCTION

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

1:58:09 PM

000238-

S MCDONOUGH STREET

PHASE 2

N/A

100% SUBMITTAL FOR CONSTRUCTION

MODIFIED MEDIAN GDOT 9032B DETAIL

LANDSCAPING BULBOUT DETAIL,

PAVEMENT

DIMENSIONS OF BULBOUT WILL BE AS SHOWN IN PLANS

NOTE:

N.T.S.

MODIFIED MEDIAN GDOT 9032B DETAIL

LANDSCAPING ISLAND DETAIL-GARLAND AVE,

PAVEMENT

DIMENSIONS OF ISLAND WILL BE AS SHOWN IN PLANS

NOTE:

PAVEMENT

REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.

ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE

NOTE:

EXISTING CURB TO REMAIN

1' OFFSET

6 INCH HEIGHT

TYPE 2 HEADER CURB

COMPACTED EARTH FILL

SEE ABOVE PLANTING DETAILS FOR THIS AREA BETWEEN CURBS

TIE TO EXISTING

GRANITE CURB, 6 INCH HEIGHT

COMPACTED EARTH FILL

SEE ABOVE PLANTING DETAILS FOR THIS AREA BETWEEN CURBS

SAW CUT

ASPHALTIC CONCRETE

FILL IN WITH

SAW CUT

1'

SAW CUT

ASPHALTIC CONCRETE

FILL IN WITH

SAW CUT

1'

ENSURE POSITIVE DRAINAGE FLOW

MAINTAIN EXISTING CROSS SLOPE,

ENSURE POSITIVE DRAINAGE FLOW

MAINTAIN EXISTING CROSS SLOPE,

VARY CROSS SLOPE TO ENSURE POSITIVE DRAINAGE FLOW

MATCH EXISTING PAVEMENT ELEVATION,

ENSURE POSITIVE DRAINAGE FLOW

MAINTAIN EXISTING CROSS SLOPE,

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/3/2025

ElizabethShin

GPLOT-ORD

2:01:31 PM

000338-

S MCDONOUGH STREET

PHASE 2

N/A