Addendum _1 2026_6_16 PARKWOOD SET compressed.pdf

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E. LAKE ROAD US 278/ SR10

60' R/W (35 MPH)

E. LAKE ROAD US 278/ SR10

VARIABLE R/W (35 MPH)

E. PARKWOOD ROAD

50' R/W (25 MPH)

W. PARKWOOD ROAD

50' R/W (25 MPH)

E

PA

RK

W

O O

D

RO

AD

100+00

101+00 102+00

103+00

104+00

105+00

BP: 100+00.00

PC: 100+99.39

PC: 1

04+58.44

PT: 1

04+16.39

202+04

0+

1+

2+

BP: 200+00.00

EP: 202+04.10

PC: 200+20.94

PC: 200+90.76

PC: 201+48.98

PT: 200+43.17

PT: 201+30.01

PT: 201+75.68

301+00

302+00

303+00 304+00

304+58

BP: 300+00.00

EP: 304+58.50

PC

: 3

+2

3.

PC: 302+01.52

PT: 3

+47 .51

PT: 304+25.69

45.34'

APPROXIMATE CL

OF PADEN CIRCLE

CONSTRUCTION PLANS FOR

EAST LAKE ROAD US 278/SR 10 @ EAST PARKWOOD ROAD

(SPEED LIMIT 35 MPH) INTERSECTION TRAFFIC CALMING IMPROVEMENTS

CITY OF DECATUR

DEPARTMENT OF PUBLIC WORKS

DEKALB COUNTY, GEORGIA

DATA FOR THIS PROJECT WAS ACQUIRED BY

SURVEY BY ATKINS DATED 05-03-2022.

R

IF YOU DIG GEORGIA...

CALL US FIRST!

UTILITIES PROTECTION CENTER

Know what's below.

Call before you dig.

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PROJECT NUMBER

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ST SHEET

NO.

TOTAL

SHEETS

DRAWING NO.

COVER SHEET

01-01

100080043 4101

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

SITE LOCATION

CITY OF

DECATUR

OAKHURST

LENOX

PLACE

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6"JAP_MAPLE

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BRICK WALL

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CONC. APRON

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CONC. DRIVE

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ASPHALT DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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CONC. DRIVE

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ASPHALT DRIVE

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CONC. DRIVE

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CONC. WALK

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ASPHALT DRIVE

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PLANTER

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PLANTER

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BRICK WALL

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CONC. APRON

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CROSS WALK

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CROSS WALK

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CROSS WALK

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CITY OF DECATUR

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DEKALB COUNTY

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CITY OF DECATUR

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DEKALB COUNTY

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CITY OF DECATUR

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DEKALB COUNTY

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EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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SCALE: 1" = 40'

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CITY OF DECATUR

AutoCAD SHX Text THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

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PROJECT LOCATION MAP

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LENGTH OF PROJECT

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PARKWOOD INTERSECTION TRAFFIC CALMING IMPROVEMENTS

AutoCAD SHX Text TOTAL SITE CONSTRUCTION LIMITS ACREAGE TOTAL SITE DISTURBANCE NET LENGTH OF E. PARKWOOD ENTRY RD. NET LENGTH OF E. LAKE RD. NET LENGTH OF E. PARKWOOD RD.

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± 0.88 ACRES± 0.34 ACRES± 205 LINEAR FEET± 345 LINEAR FEET± 133 LINEAR FEET

AutoCAD SHX Text 1600 RIVEREDGE PARKWAY, NW, SUITE 700 ATLANTA GEORGIA 30328 PH: 770.933.0280 CERTIFICATE OF AUTHORIZATION #PEF000902 EXPIRATION DATE 06/30/2024

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PLANS COMPLETED -

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REVISIONS:

AutoCAD SHX Text THIS PROJECT HAS BEEN PREPARED USING THE HORIZONTAL GEORGIA COORDINATE SYSTEM OF (NAD83)/11 WEST ZONE, AND THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.

AutoCAD SHX Text FUNCTIONAL CLASS: EAST LAKE RD. = MINOR ARTERIAL EAST PARKWOOD = LOCAL ROAD THIS PROJECT IS 100% IN DEKALB COUNTY AND IS 100% IN CONGRESSIONAL DISTRICT NUMBER 5. LAND DISTRICT NUMBER: 15 LAND LOT: 237 EAST LAKE ROAD SPEED LIMIT: 35 MPH EAST PARKWOOD SPEED LIMIT: 25 MPH DESIGNED IN ENGLISH UNITS.

AutoCAD SHX Text THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH TITLE II PROVISIONS OF THE AMERCIANS WITH DISABILITY ACT (ADA).

AutoCAD SHX Text MAYOR: PATTI GARRETT (DISTRICT 2) MAYOR PRO TEM: TONY POWERS (AT LARGE COMMISSIONER) CITY COMMISSIONER: KELLY WALSH (DISTRICT 1) CITY COMMISSIONER: LESA MAYER (DISTRICT 2) CITY COMMISSIONER: GEORGE DUSENBURY (DISTRICT 1) CITY MANAGER: ANDREA ARNOLD DEPUTY CITY MANAGER: HUGH SAXON

AutoCAD SHX Text PROJECT DISTURBED AREA: 12,404 SQ. FT. OR 0.29 ACRES A NOTICE OF INTENT (NOI) IS NOT REQUIRED BY LAW.

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NTS

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LOCATION SKETCH

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XX/XX2022

AutoCAD SHX Text 08/31/2023

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SIDEWALK REVISIONS 04/05/2024

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

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CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

SHEET INDEX

02-01

100080043 4002

GEORGIA DOT CONSTRUCTION DETAILS

SHEET NUMBER DRAWING NUMBER SHEET DESCRIPTION

20 A1 DRIVEWAYS W. TAPERED ENTRANCES - CONCRETE VALLEY GUTTERS, (03/2002)

21 A3 CONCRETE SIDEWALKS DETAILS AT CURB CUT, (03/2002)

22 A4 DETECTABLE WARNING SURFACE W. TRUNCATED DOME, (03/2002)

23 T-1 DETAILS OF SIGN PLATES, (1/2000)

24 T-2 DETAILS FOR TYPICAL FRAMING, (1/2000)

25 T-3A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL, (7/2002)

26 T-11A PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY, (01/2000)

27 T-12A PAVEMENT MARKING ARROW LOCATION, (01/2000)

28 T-12B PAVEMENT MARKINGS - ARROWS, (04/2000)

29 T-14 DETAIL OF PAVEMENT MARKING HATCHING (01/2000)

30 T-15A RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY (06/2015)

31 T-15C DETAILS OF RAISED PAVEMENT MARKINGS (01/2000)

32 T-16A SHARED BICYCLE LANE, (03/2016)

EROSION, SEDIMENT, POLLUTION CONTROL PLAN INDEX

SHEET NUMBER DRAWING NUMBER SHEET DESCRIPTION

36 51-01 ESPC GENERAL NOTES

37 54-01 ESPC PLAN - INITIAL PHASE

38 54-02 ESPC PLANS - INTERMEDIATE AND FINAL PHASE

39 56-01 ESPC DETAILS

40 56-02 ESPC DETAILS

41 56-03 ESPC DETAILS

GEORGIA DOT STANDARDS

SHEET NUMBER DRAWING NUMBER SHEET DESCRIPTION

33 9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS, (8/1999)

34 9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO LANE HIGHWAY, (7-2002)

35 9032B CONCRETE CURB, GUTTER AND MEDIANS, (10/2011)

EAST PARKWOOD ROAD INTERSECTION IMPROVEMENTS SHEET INDEX

SHEET NUMBER DRAWING NUMBER SHEET DESCRIPTION

01 01-01 COVER SHEET

02 02-01 SHEET INDEX

03 03-01 REVISION SUMMARY

04 04-01 GENERAL NOTES

05 05-01 TYPICAL SECTIONS

06 05-02 TYPICAL SECTIONS

06-01 SUMMARY OF QUANTITIES08

EX-01 EXISTING CONDITIONS09

DM-01 DEMOLITION PLAN10

13-01 MAINLINE PLANS11

13-02 CURVE AND LINE DATA12

17-01 DRIVEWAY PROFILES13

18-01 GRADING AND DRAINAGE PLANS14

26-01 SIGNING AND MARKING PLANS15

29-01 LANDSCAPE NOTES16

29-02 LANDSCAPE PLAN17

29-03 LANDSCAPE DETAILS18

40-01 CONSTRUCTION DETAILS19

05-03 TYPICAL SECTIONS

BACKCHECKED:

CORRECTED:

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CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

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TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

REVISION SUMMARY

03-01

100080043 4103

3-01

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SHEET NUMBER

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REVISION

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DATE

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CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

GENERAL NOTES

04-01

100080043 4104

3-01

GENERAL NOTES:

1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH GDOT STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF TRANSPORTATION SYSTEMS, 2021 EDITION.

2. CONTRACTOR SHALL NOTIFY CALL-BEFORE-YOU-DIG PHONE # 811 AND HAVE UTILITY LOCATOR

SERVICE LOCATE ALL UTILITIES IN PROJECT AREA PRIOR TO BEGINNING CONSTRUCTION.

3. THE EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION. DAMAGE TO EXISTING UTILITY LINES RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED

OR REPLACED AT THE CONTRACTOR'S EXPENSE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL RELOCATION AND/OR

RECONSTRUCTION OF EXISTING UTILITIES NECESSARY TO PERFORM THE WORK AS SHOWN ON

THE PLANS.

5. THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING THE MEASUREMENTS TO MANAGE

TRAFFIC DURING CONSTRUCTION ACTIVITIES. THE PLAN SHALL CONFORM TO THE 2021

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE AND GDOT SPECIFICATIONS ISO. ANY LANE

CLOSURES MUST BE APPROVED BY AND COORDINATED WITH THE CITY PUBLIC WORKS

DEPARTMENT. LANE CLOSURES WILL REQUIRE PROPER LANE TAPERS AND ADVANCE WARNINGS

PER GEORGIA DOT STANDARDS.

6. CONTRACTOR IS TO PROVIDE TEMPORARY WALKS, TEMPORARY SIGNS, AND/OR OTHER MEANS

AS NECESSARY TO INSURE SAFETY AND UNINTERRUPTED OF FLOW OF PEDESTRIAN AND

VEHICULAR TRAFFIC AT ALL TIMES DURING CONSTRUCTION.

7. SIGNAL, MARKING AND TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES, LATEST EDITION.

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

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

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

INSPECTION OR AS DIRECTED BY THE ENGINEER.

9. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE

PLANS FOR LOCATIONS OF MONUMENTS USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONSTRUCTION LAYOUT. REFER TO SECTION 149 OF THE STANDARD SPECIFICATIONS AND

SPECIAL PROVISIONS. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO

COMPLY WITH THIS REQUIREMENT.

10. ALL SIDEWALKS AND CURB RAMPS WILL BE CONSTRUCTED TO MEET ALL REQUIREMENTS OF THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS UFAS) AND "AMERICAN DISABILITY ACT OF 1991".

SEE GDOT CONSTRUCTION DETAIL CURB CUT (WHEELCHAIR) RAMPS. RAMPS SHALL BE

CONSTRUCTED AT ALL SIDE STREETS THAT INTERSECT THE SIDEWALK CONSTRUCTION.

11. ALL EXISTING MANHOLES, VALVES, WATER METERS, FIRE HYDRANTS, SURVEY POINTS/BENCH MARKS ETC., AND OTHER UTILITIES LOCATED WITHIN THE AREAS WHERE THE PROJECT LIMITS IS

TO BE CONSTRUCTED SHALL BE ADJUSTED TO GRADE OR RELOCATED. THE TOPS OF THESE

OBJECTS MUST REMAIN ACCESSIBLE AND FLUSH WITH THE TOP OF THE SIDEWALK OR FINISHED

GRADE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ADJUSTMENTS AND

RELOCATIONS WITH UTILITY OWNERS.

12. ALL DRAINAGE STRUCTURES AND PIPES SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ALL PROPOSED COMPONENTS INCLUDING

ALL SITE FURNISHINGS, RAILINGS, BENCHES, WASTE RECEPTACLES, BIKE RACKS, BIKE REPAIR

STATION, AND SIGNS FOR APPROVAL BY LANDSCAPE ARCHITECT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL TESTING IN ACCORDANCE WITH

THE GDOT SAMPLING, TESTING, AND INSPECTION GUIDE.

GRADING AND DRAINAGE NOTES:

1. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH

GDOT STANDARDS.

2. IF EXCAVATED MATERIAL IS UNSUITABLE FOR COMPACTION, AS DETERMINED BY

THE SOILS TESTING LABORATORY. THE CONTRACTOR SHALL FURNISH

SUITABLE BORROW.

3. CUT OR FILL, SHALL BE GRADED AS NOTED, OR INDICATED IN TYPICAL

SECTIONS, PROFILES, AND CROSS SECTIONS.

4. SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER

FROM ALL PAVING AND PLANTED AREAS. ALL NEW CURB AND GUTTER AND

PAVED AREAS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR

TO CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SURFACE AND

GROUNDWATER CONTROL MEASURES.

6. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS

OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN, ABRUPT

CHANGES IN SLOPES SHALL BE WELL ROUNDED, MAXIMUM SLOPES SHALL

COMPLY WITH ADA GUIDELINES.

7. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING

CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION AND SILT

BARRIERS ARE IN PLACE.

8. EXISTING TREES SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.

CARE SHALL BE TAKEN IN ALL GRADING ACTIVITIES TO REMAIN OUTSIDE THE

DRIP LINES OF EXISTING TREES. ALL TREE PROTECTION/SILT FENCING TO BE

INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED.

9. ALL SOILS UNDERCUTTING, OVER EXCAVATION AND UNDERDRAIN INSTALLATION

SHALL BE DETERMINED AND DIRECTED BY THE SOILS ENGINEER.

10. EXISTING DRAINAGE STRUCTURES THAT ARE AFFECTED WITH THE PROJECT

ARE TO BE INSPECTED AND REPAIRED AS NEEDED. EXISTING PIPES TO REMAIN

ARE TO BE CLEANED OUT OF ALL SILT AND DEBRIS. PRICE IS TO BE INCLUDED IN

"GRADING COMPLETE".

11. THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN.

12. THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISHED

ELEVATION OF THE PAVEMENT. THE DEFINITION OF THE TYPE OF TOP IS AS

LISTED:

WEIR INLET - THROAT - THE ELEVATION OF THE POINT AT WHICH WATER

PASSES INTO THE BOX.

DROP INLET - GRATE - THE TOP MOST PART OF THE FRAME AND GRATE.

CATCH BASIN - THROAT - THE ELEVATION OF THE POINT AT WHICH WATER

PASSES INTO THE BOX.

MANHOLE - TOP - THE TOP MOST PART OF THE RIM AND COVER CASTINGS.

13. THE CONTRACTOR SHALL PROVIDE TO THE CITY RECORD DRAWINGS OF

AS-BUILT CONDITIONS AT THE COMPLETION

OF THIS PROJECT, INCLUDING DRAINAGE INVERTS AND ADJUSTED STORM

PROFILES.

14. UTILITY TRENCHES SHALL BE DEWATERED AS RECOMMENDED BY THE

GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS, APPROVED MEASURES

SHALL BE TAKEN TO INSURE THE PROPER INSTALLATION OF THE PIPING

SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER AND THE ENGINEER

HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR

AND MATERIALS. CONTRACTOR IS TO PROVIDE GEOTECHNICAL SERVICES.

15. EXISTING CONTOUR AND SURVEY INFORMATION IS FOR REFERENCE USE ONLY.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING UNDERGROUND

UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND DEMOLITION.

16. AS PART OF GRADING COMPLETE, THE CONTRACTOR IS RESPONSIBLE TO BRING

ON SITE ALL NECESSARY FILL MATERIAL TO CONSTRUCT THE PROJECT. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF EXCESS

MATERIAL OFF SITE.

17. THE PROJECT DISTURBED AREA EQUALS .29 ACRES. A NOTICE OF INTENT (NOI)

IS NOT REQUIRED BY LAW.

PROJECT SPECIFIC NOTES:

1. ALL COSTS FOR EARTHWORK AND GRADING SHALL BE PAID FOR AT THE PRICE BID FOR

GRADING COMPLETE - LUMP SUM. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING

SUITABLE BORROW MATERIAL FOR THIS PROJECT, AND DISPOSE OF ANY UNSUITABLE OR

WASTE MATERIAL. ALL FILL AREAS MUST BE COMPACTED TO MINIMUM 95% STANDARD

PROCTOR.ALL AREAS WITHIN THE PROJECT LIMITS TO BE FINE GRADED AS OUTLINED IN

SPECIFICATIONS. THE COSTS FOR AND SAWCUT OF PAVEMENT (ASPHALT AND CONCRETE) TO

INCLUDED IN THE BID PRICE FOR 'GRADING COMPLETE'.

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

CONTRACTOR IS RESPONSIBLE FOR USING THE CALL-BEFORE-YOU-DIG PHONE # 811 PRIOR TO

THE START OF WORK FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND

UTILITIES.

3. AT LOCATIONS WHERE NEW PAVEMENT OR NEW CURB IS TO BE PLACED ADJACENT TO

EXISTING PAVEMENT WITHOUT AN OVERLAY, A JOINT SHALL BE SAWED ON A LINE

ESTABLISHED BY THE CITY ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. A

NEAT EDGE WILL BE INCLUDED IN GRADING COMPLETE - LUMP SUM.

4. CLEARING AND GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL CONSTRUCTION

LIMITS. NO CLEARING AND GRUBBING BEYOND CONSTRUCTION LIMITS UNLESS DIRECTED BY

THE CITY ENGINEER.. STRUCTURES, TREES, SHRUBS, AND OTHER LANDSCAPE PLANT

MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE

LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.

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

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

PLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN

DAMAGED OR REMOVED, OR RE-GRADING AS REQUIRED BY THE CITY ENGINEER. EXCEPT FOR

THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC

PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY

COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

6. FIELD CHANGES DURING CONSTRUCTION SHALL BE SUBMITTED TO THE CITY ENGINEER FOR

REVIEW AND APPROVAL PRIOR TO CONSTRUCTION COMMENCING.

7. CONTRACTOR IS RESPONSIBLE TO REMOVE AND DISPOSE OF OFF SITE ANY DEBRIS,

VEGETATION, STUMPS, ROCKS, ETC.

8. EROSION CONTROL DRAWINGS INCLUDED IN THIS SET ARE FOR ALL PHASES OF THE PROJECT.

EROSION CONTROL BMP'S (I.E. SILT FENCE, INLET SEDIMENT TRAPS, ETC.) MAY BE LEFT IN

PLACE AFTER COMPLETION OF THE PRIOR PHASE OF WORK.. THE CONTRACTOR SHALL

PERFORM A SITE INSPECTION TO DETERMINE THE LOCATION AND CONDITION OF REMAINING

BMP'S. THE CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITING BMP'S AND INSTALL ANY

ADDITIONAL BMP'S REQUIRED TO COMPLETE THE PROPOSED SCOPE OF WORK.EROSION

CONTROL MEASURES NOT REQUIRED MAY BE DEDUCTED FROM THE CONTRACT BY THE CITY

OR LANDSCAPE ARCHITECT.

9. THE CONTRACTOR SHALL PROVIDE TO THE CITY RECORD DRAWINGS OF AS-BUILT CONDITIONS

FOR ALL PROPOSED SITE IMPROVEMENTS INCLUDED AS PART OF THIS BID PHASE. THESE

INCLUDE BUT ARE NOT LIMITED TO: STORM STRUCTURES (TOP AND INVERTS),AND UTILITIES.

10. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL AND GEO-TECHNICAL TESTING PER GDOT

STANDARDS AND SPECIFICATIONS; TEST RESULTS SHALL BE PROVIDED TO OWNER AND

ENGINEER FOR REVIEW AND APPROVAL.

11. ANY AND ALL IRRIGATION HEADS, BACK FLOW PREVENTERS, VALVES, AND PIPES IMPACTED BY

CONSTRUCTION OF THE WALK OR WALLS SHALL BE COORDINATED AND RELOCATED BY THE

CONTRACTOR AND WILL BE PART OF THE WORK IN THIS PROJECT. THIS WORK SHALL BE

INCLUDED IN THE BID PRICE FOR 'GRADING COMPLETE'.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SITE DEBRIS

(LANDSCAPE PLANTING, EXISTING TREES, ROCKS, ETC) TO CONSTRUCT PROPOSED TRAIL.

13. THE COST FOR REMOVAL AND DISPOSAL OF EXISTING CONCRETE, EXISTING ASPHALT

PAVEMENT, EXISTING GRAVEL, TREE AND STUMP REMOVAL, EXISTING CONSTRUCTION DEBRIS

ITEMS, AND GRADING ACTIVITIES SHALL BE INCLUDED IN THE BID PRICE FOR 'GRADING

COMPLETE'.

14. ALL SAWED JOINTS IN EXISTING PAVEMENT COST SHALL BE INCLUDED IN GRADING COMPLETE.

15. A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION HAS NOT BEEN

PERFORMED AT THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

GEOTECHNICAL REPORT BY A GDOT PREQUALIFIED GEOTECHNICAL ENGINEER REGISTERED IN

THE STATE OF GEORGIA. THE REPORT SHALL PROVIDE PAVEMENT INVESTIGATION OF THE

FOLLOWING AREAS:

1. EAST LAKE ROAD- PROVIDE A MINIMUM OF TWO (2) PAVEMENT CORINGS.

2. PARKWOOD ROAD- PROVIDE A MINIMUM OF FOUR (4) EQUALLY SPACED CORINGS

FOR THE DRIVE IMPROVEMENTS.

ALL BORING LOCATIONS AND FINDINGS TO BE PROVIDED BY GEOTECHNICAL ENGINEER IN

FINAL REPORT.

16. EXISTING INFORMATION AND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE INFORMATION AND LOCATIONS GIVEN

ON THE DRAWINGS IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. CONTRACTOR SHALL

CONTACT THE DESIGN ENGINEER IMMEDIATELY, PRIOR TO CONSTRUCTION ACTIVITIES, IF ANY

DISCREPANCIES ARE FOUND.

LAYOUT NOTES:

1. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE ELEMENTS FROM WHICH THEY ARE

MEASURED, UNLESS OTHERWISE INDICATED ON DRAWINGS.

2. ANY DEVIATION FROM THESE DRAWINGS TO BE MADE IN THE FIELD DURING CONSTRUCTION

SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND THEN

RECORDED ON "AS BUILT" DRAWINGS.

3. REPORT ALL THE FIELD LAYOUT DISCREPANCIES IMMEDIATELY TO LANDSCAPE ARCHITECT.

CONTRACTOR TO VERIFY THAT ALL DIMENSIONS WORK IN THE FIELD PRIOR TO CONSTRUCTION.

CONTRACTOR TO STAKE IN CENTERLINE OF SIGNS, FENCING, AND WALLS TO BE APPROVED BY

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

4. DO NOT SCALE FROM DRAWINGS.

5. ALL PAVED AREAS ARE TO BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT PONDING OF WATER AND ALLOW FOR POSITIVE DRAINAGE. SIDEWALKS AND TRAIL SHALL BE CONSTRUCTED IN

SUCH A MANNER THAT PROVIDES POSITIVE DRAINAGE. MAXIMUM SLOPE ON SIDEWALKS AND

TRAIL SHALL BE 2% UNLESS OTHERWISE NOTED ON DRAWINGS, AND SHALL SLOPE AWAY FROM

BUILDINGS.

6. AT LOCATIONS WHERE NEW PAVEMENT OR NEW CURB IS TO BE PLACED ADJACENT TO EXISTING

PAVEMENT WITHOUT AN OVERLAY, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE

ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. A NEAT EDGE WILL BE INCLUDED

IN GRADING COMPLETE - LUMP SUM.

7. CLEARING AND GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL CONSTRUCTION LIMITS.

NO CLEARING AND GRUBBING BEYOND CONSTRUCTION LIMITS UNLESS DIRECTED BY THE

ENGINEER. STRUCTURES, TREES, SHRUBS, AND OTHER LANDSCAPE PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION

SHALL NOT BE DISTURBED.

8. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT LIMITED TO PLACEMENT OR

RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR

REMOVED, OR RE-GRADING AS REQUIRED BY THE ENGINEER. EXCEPT FOR THOSE DRAINAGE

ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE

DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO

COMPLY WITH THIS REQUIREMENT.

B B B

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

F

D

A K

A K

E E

B

D

B I

H J

B I

H J

M G

F

PGL

L

G

B

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

F

D

A K

B

D

F

PGL

G

LG

AA KK

PGL

B

D

G F

M L

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTYCONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

A

SAWCUT AND REMOVE EXISTING

PAVEMENT AND BASE MATERIAL

BEYOND NEW HEADER CURB LOCATION

RELOCATION OF NEW HEADER

CURB

A

D

B

K KPGL

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

L

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

PAVEMENT MATERIAL SCHEDULE

A 1.5" THICK (165 LBS./SY) RECYCLED ASPH.CONC. 12.5 MM SUPERPAVE, GP 2 , INCLUDES BITUM MATERIAL AND H LIME

B 6" THICK GRADED AGGREGATE BASE COURSE

C CLASS "B" CONCRETE PAVEMENT WIDENING

NOTE:

1. TACK COAT TO BE APPLIED BETWEEN THE LAYERS OF ASPHALT.

D CONCRETE HEADER CURB DETAIL, GDOT STD. 9032B, TYPE 2

E CONCRETE HEADER CURB DETAIL, GDOT STD. 9032B, TYPE 7

F 4" THICK GRADED AGGREGATE BASE COURSE UNDER SIDEWALK

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\0

TY

PI

C

AL

S

EC

TI

O

N S.

dw g

Ap r 5

, 2

- 2

:2 3p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

TYPICAL SECTIONS

05-01

100080043 4105

3-01

03 G 4" THICK CONCRETE SIDEWALK PAVING

PAVEMENT MATERIAL SCHEDULE CONT.

H 2" THICK (220LBS/SY) 19MM ASPH SUPERPAVE

I 4" THICK (440LBS/SY) 25MM SUPERPAVE

J PAVEMENT REINFORCED FABRIC STRIPS, TYPE 2, 18 INCH WIDE

K MILL ASPHALT CONC. 1 1/2 INCH DEPTH

M ASPHALT CONC. PATCHING, INCLUDE BITUM MATL AND TACK COAT INCL

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION PARKWOOD DRIVEWAY

AutoCAD SHX Text

STA 200+26.00 TO STA 200+68.16

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

MEDIAN

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION PARKWOOD DRIVEWAY

AutoCAD SHX Text

STA 200+68.16 TO STA 201+00.00

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

EX. LANDSCAPE STRIP

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

EX. CURB

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PROPOSED LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION

AutoCAD SHX Text

STA 101+28.24 TO STA 104+74.69

AutoCAD SHX Text

EAST LAKE ROAD/US 278/SR 10

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

EX. LANDSCAPE STRIP

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

EX. LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION

AutoCAD SHX Text

EAST LAKE ROAD/US 278/SR 10

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

RIGHT TURN LANE

AutoCAD SHX Text

STA 103+70.98 TO STA 103+33.45

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

4:1 TYP.

B B B

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

G

F

D

A K

A K

E E

B

D

B I

H J

B I

H J

M G

F

PGL

L

L

AA KK

PGL

M

B

D

L

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

B

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

D

A K

B

D

PGL L

F

G F

G

B B B

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

CONTRACTOR TO PROVIDE

FILL NEEDED TO PROVIDE

SMOOTH TRANSITION TO

EXISTING PROPERTY

D

A K

A

K

E E

B

D

B I

H J

B I

H

J

MPGL

L L

F

G F

G

PAVEMENT MATERIAL SCHEDULE

A 1.5" THICK (165 LBS./SY) RECYCLED ASPH.CONC. 12.5 MM SUPERPAVE, GP 2 , INCLUDES BITUM MATERIAL AND H LIME

B 6" THICK GRADED AGGREGATE BASE COURSE

C CLASS "B" CONCRETE PAVEMENT WIDENING

NOTE:

1. TACK COAT TO BE APPLIED BETWEEN THE LAYERS OF ASPHALT.

D CONCRETE HEADER CURB DETAIL, GDOT STD. 9032B, TYPE 2

E CONCRETE HEADER CURB DETAIL, GDOT STD. 9032B, TYPE 7

F 4" THICK GRADED AGGREGATE BASE COURSE UNDER SIDEWALK

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\0

TY

PI

C

AL

S

EC

TI

O

N S.

dw g

Ap r 5

, 2

- 2

:2 4p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

TYPICAL SECTIONS

05-02

100080043 4106

3-01

03 G 4" THICK CONCRETE SIDEWALK PAVING

PAVEMENT MATERIAL SCHEDULE CONT.

H 2" THICK (220LBS/SY) 19MM ASPH SUPERPAVE

I 4" THICK (440LBS/SY) 25MM SUPERPAVE

J PAVEMENT REINFORCED FABRIC STRIPS, TYPE 2, 18 INCH WIDE

K MILL ASPHALT CONC PVMT, VARIABLE DEPTH

L ASPHALT CONC. PATCHING, INCLUDE BITUM MATL AND TACK COAT INCL

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION PARKWOOD DRIVEWAY

AutoCAD SHX Text

STA 201+68.25 TO STA 201+88.29

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

MEDIAN

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

EX. CURB

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION

AutoCAD SHX Text

STA 301+74.23 TO 303+07.12

AutoCAD SHX Text

PARKWOOD DRIVE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION PARKWOOD DRIVEWAY

AutoCAD SHX Text

STA 201+41.84 TO STA 201+68.25

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

2.00% SLOPE

AutoCAD SHX Text

PROPOSED TYPICAL STREET SECTION PARKWOOD DRIVEWAY

AutoCAD SHX Text

STA 201+00.00 TO STA 201+41.84

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

LANDSCAPE STRIP

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

MEDIAN

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

FULL DEPTH WIDENING VARIES

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

4:1 TYP.

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

MATCH EX. SLOPE

AutoCAD SHX Text

2.00% SLOPE

2.00% SLOPE

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\0

TY

PI

C

AL

S

EC

TI

O

N S.

dw g

Ap r 5

, 2

- 2

:2 4p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

TYPICAL SECTIONS

05-03

100080043 4107

3-01

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\0

SU

M

O F

Q U

AN

TI

TI

ES

.d w g Ju n

, 2

- 3

:2 6p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

04/05/24 SIDEWALK REV.

SUMMARY OF QUANTITIES

06-01

100080043 4108

3-01

THE QUANTITIES SHOWN ARE FOR THE CONTRACTOR'S INFORMATION ONLY. THE

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL QUANTITIES OF THE ITEMS TO CONSTRUCT

THE PROJECT AS INDICATED IN THE CONSTRUCTION DRAWINGS PRIOR TO BID. THIS MAY

INCLUDE THE CONSTRUCTION OF ITEMS NOT PRESENT IN THE SUMMARY OF QUANTITIES

OR THE BID SCHEDULE UNIT PRICES.

CONTRACTOR TO REFER TO BID FORM FOR ITEM 999.9000 MISCELLANEOUS CONTINGENCY

AMOUNT.

SIDEWALK REV.09/15/25 2

NOTES REV.06/16/26 3

W

CO

W

W

C

TCHH

W

D

S

S

D

D

S

THH

THH

S

EBX

D

S

W

W

D

D

THH

S

W

W

W

W

W

C C

SSx SSx SSx SSx

D

SD

x

SD

x

SD

x

SDx x

SDx

SD

x

SDx

SS

x

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SS

x

SSx SSx SSx

SS

SSx

SSx

SSx

SSx

X

X

X

X

X

X

X

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex Ex

E x

E x

Ex Ex Ex Ex Ex Ex Ex

X

X

SSx

E. LAKE ROAD US 278/ S

R10

60' R /W

(3

5 MPH)

E. LAKE ROAD US 278/ SR10

VARIABLE R/W (35 MPH)

E. PARKWOOD ROAD

50' R/W (25 MPH)

W. PARKWOOD ROAD50' R/W (25 MPH)

19'-0"

GENERAL SHEET NOTES

1. REFER TO SHEET 04-01 FOR GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. REFER TO SHEET 02-01 FOR COMPLETE PARKWOOD SHEET SET

INDEX.

4. REFER EX-01 FOR EXISTING CONDITIONS.

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\1 1-

EX

-E

XI

ST

IN

G

C O

N D

.d w g Ap r 5 , 2

- 2 :3

1p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

R.R.

R.R.

K.F.

R.R.

SCALE: 1" = 20'

20 20 40

04/05/24 SIDEWALK REV.

EXISTING CONDITIONS

EX-01

100080043 4109

PROPERTY LINE

VEGETATION

EXISTING SEWER

EXISTING WATER MAIN

CONTOURS

EXISTING GAS LINE

SSx

AutoCAD SHX Text

6"JAP_MAPLE

AutoCAD SHX Text

5' CHAIN LINK FENCE

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONC. APRON

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

54"RCP

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

SSMH 2590 TOP=1013.01 INV IN(NE)=1002.96 INV IN(W)=999.90 INV OUT(N)=999.75

AutoCAD SHX Text

SSMH 2414 TOP=1017.93 INV IN(W)=1007.01 INV OUT(E)=1007.07

AutoCAD SHX Text

SSMH 2577 TOP=1013.33 INV IN(NW)=1004.37 INV OUT(E)=1003.97

AutoCAD SHX Text

SSMH 2305 TOP=1036.53 INV IN(SE)=1028.55 INV OUT(W)=1028.45

AutoCAD SHX Text

SSMH 1924 TOP=1038.90 INV IN(SE)=1031.83 INV OUT(W)=1031.8

AutoCAD SHX Text

SSMH 1917 TOP=1040.68 INV IN(SE)=1034.29 INV IN(S)=1034.32 INV OUT(W)=1034.22

AutoCAD SHX Text

SSMH 1916 TOP=1041.12 INV IN(SW)=1034.97 INV OUT(N)=1034.83

AutoCAD SHX Text

SDMH 1842 TOP=1040.47 INV IN(SE)=1021.09 INV OUT(NE)=1019.72

AutoCAD SHX Text

SDMH 2526 TOP=1012.13 INV OUT(S)=1006.16

AutoCAD SHX Text

SDMH 2525 TOP=1012.07 INV IN(W)=1007.27 INV OUT(E)=1007.11

AutoCAD SHX Text

SDMH 2514 TOP=1012.52 INV OUT(E)=1009.13

AutoCAD SHX Text

INV=1002.39

AutoCAD SHX Text

SDMH 2150 TOP=1012.58 INV IN(W)=1008.40 INV OUT(NE)=1008.18

AutoCAD SHX Text

SDMH 2157 TOP=1012.59 INV OUT(E)=1009.45

AutoCAD SHX Text SDMH 2947 6' DIAMETER STRUCTURE TOP IS BURIED INVERTS ARE APPROXIMATE INV IN(N)=1006.16 INV IN(W)=1006.9 INV IN(SE)=1006.5 INV IN(S)=997.7 INV OUT(NW)=995.7

AutoCAD SHX Text N/F JAMES ANDREW CLIFTON & JAMES EMMA ROBBINSON DB 26209 PG 99 PB 223 PG 73 TAX ID: 15 237 05 032

AutoCAD SHX Text

N/F JAMES ANDREW CLIFTON DB 26822 PG 151 PB 223 PG 73 TAX ID: 15 237 05 031

AutoCAD SHX Text

N/F CHUNG BOBBIE HSIANG HUA & IRENE T YAN DB 8400 PG 45 TAX ID: 15 237 05 033

AutoCAD SHX Text N/F STEPHEN J. DORAGE & LINDA W. DORAGE DB 7667 PG 77 PB 85 PG 139 TAX ID: 15 237 05 030

AutoCAD SHX Text

N/F KATHERINE MARIE CROSS DB 30013 PG 172 PB 16 PG 26 TAX ID: 15 236 04 076

AutoCAD SHX Text

N/F KFG E LAKE LLC DB 27383 PG 203 TAX ID: 15 237 04 002

AutoCAD SHX Text

N/F ROBERT CHARLES COOPER DB 20782 PG 167 TAX ID: 15 237 05 034

AutoCAD SHX Text

WALK

AutoCAD SHX Text

WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

24"RCP

AutoCAD SHX Text

24"RCP

AutoCAD SHX Text

54"RCP

AutoCAD SHX Text

CHANGES FROM 15"RCP TO 24"RCP BETWEEN STRUCTURES

AutoCAD SHX Text

CHANGES FROM 15"RCP TO 24"RCP BETWEEN STRUCTURES

AutoCAD SHX Text

ABANDONED HYDRANT LOCATION

AutoCAD SHX Text

CONC. APRON

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

N/F STEPHEN JAMES FENNESSEY DB PG TAX ID: 15 236 03 003 AND 15 237 12 001

AutoCAD SHX Text

N/F RICHARD S. AND SHARON MARIE SIMONS, III DB PG TAX ID: 15 236 03 002

AutoCAD SHX Text

N/F SAM M. SCHWARTZ REVOCABLE TRUST DB 22047 PG 693 TAX ID: 15 236 03 001

AutoCAD SHX Text

4' ALUMINUM FENCE

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

EXISTING R.O.W.

101+00

102+00

103+00

104+00

105+00

PC: 100+99.39

PC

: 1

+5

8.

44PT

: 1

+1 6.

202+04

0+

1+

2+

BP: 200+00.00

EP: 202+04.10

PC: 200+20.94

PC: 200+90.76

PC: 201+48.98

PT: 200+43.17

PT: 201+30.01

PT: 201+75.68

300+00 301+00

302+00

303+00

4+

BP: 300+00.00

PC

: 3

+2

3.

PC: 302+01.52

PT

: 3

+4

7.

PT: 304+25.69

0+44 0.00

W

W

W

CO

W

W

C

TCHH

W

D

D

D

THH

THH

EBX

D

W

W

D

D

THH

W

W

W

W

W

C C

D

SD

x

SD

x

SD

x

SDx x

SDx

SD

x

SDx

X

X

X

X

X

X

X

X

X

E. LAKE ROAD US 278/ S

R10

60' R /W

(3

5 MPH)

E. LAKE ROAD US 278/ SR10

VARIABLE R/W (35 MPH)

E. PARKWOOD ROAD

50' R/W (25 MPH)

W. PARKWOOD ROAD50' R/W (25 MPH)

BEGIN DEMOLISHING EXISTING

CONCRETE HEADER CURB, (TYP.)

DEMOLISH EXISTING

PAVEMENT MARKINGS, (TYP.)

56-03

TREE PROTECTION

FENCE, (TYP.)

MILL EXISTING ASPHALT

PAVEMENT, (TYP.)

DEMOLISH EXISTING ASPHALT

PAVING AND BASE MATERIAL, (TYP.)

DEMOLISH EXISTING

CONCRETE PAVEMENT, (TYP.)

SAWCUT EXISTING

ASPHALT

SAWCUT EXISTING

ASPHALT

SAWCUT EXISTING

ASPHALT

SAWCUT EXISTING

ASPHALT

EXISTING TREE TO

REMAIN, (TYP.)

APPROX. PROPERTY LINE, (TYP.)

APPROX. PROPERTY LINE, (TYP.)

DEMOLISH TREE

X

EXISTING CURB TO REMAIN

EXISITNG FENCE TO REMAIN

EXISTING SIDEWALK TO REMAIN

PER DEMOLITION PLANS, (TYP.)

SAWCUT AND REMOVE

EXISTING CONCRETE CURB

6' -0

PROTECT IN PLACE

EXISTING MAPLE DURING

CONSTRUCTION

SAWCUT EXISTING

ASPHALT, (TYP.)

REMOVE EXISTING

CONCRETE CURB

REMOVE EXISTING

CONCRETE CURB

EXISTING SIDEWALK TO

REMAIN, (TYP.)

DEMOLISH ASPHALT

PAVING AND BASE

MATERIAL, (TYP.)

DEMOLISH CONCRETE PAVING

AND BASE MATERIAL, (TYP.)

BEGIN DEMOLISHING EXISTING

CONCRETE HEADER CURB

BEGIN DEMOLISHING EXISTING

CONCRETE HEADER CURB

BEGIN DEMOLISHING EXISTING

CONCRETE HEADER CURB

BEGIN DEMOLISHING EXISTING

CONCRETE HEADER CURB

EXISTING CONCRETE SIDEWALK

TO REMAIN, PROTECT DURING

CONSTRUCTION, (TYP.)

REMOVE EXISTING LANDSCAPE

SHRUBS AND GROUNDCOVER

REMOVE ASPHALT PAVEMENT, BASE MATERIAL,

AND COMPACTED SOIL, MIN. 30" DEEP

REMOVE CONCRETE

PAVING

SAW CUT PAVEMENT MATERIAL. BEGIN AND

END AT NEAREST CONTROL JOINT (TYP.)

SAW CUT PAVEMENT

MATERIAL, (TYP.)

DEMOLISH EXISTING

CONCRETE PAVEMENT, (TYP.)

SAW CUT PAVEMENT

MATERIAL, (TYP.)

DRIVEWAY TEMPORARY EASEMENT

DRIVEWAY TEMPORARY EASEMENT

DRIVEWAY TEMPORARY EASEMENT

PROTECT EXISTING 39"

OAK TREE IN PLACE

SAWCUT EXISTING

CONCRETE

SAWCUT EXISTING

CONCRETE

DEMOLISH EXISTING

CONCRETE PAVEMENT, (TYP.)

DEMOLISH EXISTING

CONCRETE PAVEMENT, (TYP.)

REMOVE EXISTING

CONCRETE CURB

REMOVE EXISTING

CONCRETE CURB16'-0"

16'-0"

56-03

TREE PROTECTION

FENCE, (TYP.)

SAWCUT EXISTING CONCRETE

SAWCUT EXISTING CONCRETE

SAW CUT PAVEMENT MATERIAL. BEGIN AND

END AT NEAREST CONTROL JOINT (TYP.)

REMOVE CONCRETE PAVING

56-03 TREE PROTECTION

FENCE, (TYP.)

56-03

TREE PROTECTION

FENCE, (TYP.)

DEMOLISH CONCRETE PAVING

AND BASE MATERIAL, (TYP.)

X

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\1 2-

D M

-D

EM

O .d w g

Ju n

, 2

- 1 2:

pm

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

SCALE: 1" = 20'

20 20 40

R.R.

R.R.

K.F.

R.R.

DEMOLITION PLAN

DM-01

100080043 4110

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

2. REFER TO SHEET 04-01 FOR GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

3. REFER TO SHEET 02-01 FOR COMPLETE PARKWOOD SHEET SET

INDEX.

4. REFER EX-01 FOR EXISTING CONDITIONS.

5. REFER TO 50 SERIES FOR EROSION, SEDIMENT, AND POLLUTION

CONTROL PLANS.

6. EXISTING SITE ELEMENTS TO REMAIN ON SITE SHALL BE

PROTECTED DURING CONSTRUCTION AT ALL TIMES.

7. CONTRACTOR TO REFER TO SIGNING AND MARKING PLANS FOR

THE REMOVAL, RELOCATION, AND / OR PROTECTION OF EXISTING

SIGNS.

PROPERTY LINE

DEMOLISH TREE

TREE PROTECTION FENCE

REMOVE SITE ELEMENT

REMOVE PAVEMENT MARKING

SAWCUT PAVEMENT

LIMITS OF DISTURBANCE

CONSTRUCTION LIMITS

MILL ASPHALT

DEMOLISH ASPHALT PAVING AND

BASE MATERIAL

DEMOLISH CONCRETE PAVING

AND BASE MATERIAL

TEMPORARY DRIVEWAY EASEMENT

TEMPORARY CONSTRUCTION

EASEMENT

DEMOLISH CONCRETE ISLAND

SIDEWALK REV.04/05/24

09/15/25

SIDEWALK REV.2

06/16/26 DEMO REV.3

AutoCAD SHX Text

6"JAP_MAPLE

AutoCAD SHX Text

5' CHAIN LINK FENCE

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONC. APRON

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text N/F JAMES ANDREW CLIFTON & JAMES EMMA ROBBINSON DB 26209 PG 99 PB 223 PG 73 TAX ID: 15 237 05 032

AutoCAD SHX Text

N/F JAMES ANDREW CLIFTON DB 26822 PG 151 PB 223 PG 73 TAX ID: 15 237 05 031

AutoCAD SHX Text

N/F CHUNG BOBBIE HSIANG HUA & IRENE T YAN DB 8400 PG 45 TAX ID: 15 237 05 033

AutoCAD SHX Text N/F STEPHEN J. DORAGE & LINDA W. DORAGE DB 7667 PG 77 PB 85 PG 139 TAX ID: 15 237 05 030

AutoCAD SHX Text

N/F KATHERINE MARIE CROSS DB 30013 PG 172 PB 16 PG 26 TAX ID: 15 236 04 076

AutoCAD SHX Text

N/F KFG E LAKE LLC DB 27383 PG 203 TAX ID: 15 237 04 002

AutoCAD SHX Text

N/F ROBERT CHARLES COOPER DB 20782 PG 167 TAX ID: 15 237 05 034

AutoCAD SHX Text

WALK

AutoCAD SHX Text

WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

6"CI

AutoCAD SHX Text

8"CI

AutoCAD SHX Text

ABANDONED HYDRANT LOCATION

AutoCAD SHX Text

CONC. APRON

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

N/F STEPHEN JAMES FENNESSEY DB PG TAX ID: 15 236 03 003 AND 15 237 12 001

AutoCAD SHX Text

N/F RICHARD S. AND SHARON MARIE SIMONS, III DB PG TAX ID: 15 236 03 002

AutoCAD SHX Text

N/F SAM M. SCHWARTZ REVOCABLE TRUST DB 22047 PG 693 TAX ID: 15 236 03 001

AutoCAD SHX Text

4' ALUMINUM FENCE

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

CITY OF DECATUR

AutoCAD SHX Text

DEKALB COUNTY

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

N

W

CO

W

W

C

TCHH

W

D

S

S

D

D

S

THH

THH

S

EBX

D

S

W

W

D

D

THH

S

W

W

W

W

W

C C

SSx SSx SSx SSx

D

SD

x

SD

x

SD

x

SDx x

SDx

SD

x

SDx

SS

x

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SS

x

SSx SSx SSx

SS

SSx

SSx

SSx

SSx

SS

X

X

X

X

X

X

X

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex Ex

E x

E x

Ex Ex Ex Ex Ex Ex Ex

X

X

SSx

E. LAKE ROAD US 278/ S

R10

60' R /W

(3

5 MPH)

E. LAKE ROAD US 278/ SR10

VARIABLE R/W (35 MPH)

E. PARKWOOD ROAD

50' R/W (25 MPH)

W. PARKWOOD ROAD50' R/W (25 MPH)

CONCRETE DRIVEWAY #2, SEE

CONCRETE DRIVEWAY APRON

END 6" CONCRETE HEADER

CURB TP 2, MATCH TO EXIST.

BEGIN ASPHALT PAVEMENT

OVERLAY; MATCH EXISTING

PAVEMENT ELEVATION

EXISTING TREE TO

REMAIN, (TYP.)

101+00

102+00

103+00

104+00

105+00

PC: 100+99.39

PC

: 1

+5

8.

44PT

: 1

+1 6.

202+04

0+

1+

2+

BP: 200+00.00

EP: 202+04.10

PC: 200+20.94

PC: 200+90.76

PC: 201+48.98

PT: 200+43.17

PT: 201+30.01

PT: 201+75.68

300+00 301+00

302+00

303+00

4+

BP: 300+00.00

PC

: 3

+2

3.

PC: 302+01.52

PT

: 3

+4

7.

PT: 304+25.69

APPROX. PROPERTY LINE, (TYP.)

APPROX. PROPERTY LINE, (TYP.)

40-01

CONCRETE

PAVING, (TYP.)

40-01

CONCRETE SIDEWALK

DETAILS, TYPE 'C' ADA RAMP

40-01

6" CONCRETE HEADER

CURB TYPE 2 (TYP.)

END ASPHALT PAVEMENT

OVERLAY; MATCH EXISTING

PAVEMENT ELEVATION

LIMITS OF

DISTURBANCE, (TYP.)

BEGIN 6" CONCRETE

HEADER CURB, TYP 2

MATCH TO EXIST.

40-01

CONCRETE HEADER

CURB, TYPE 7, (TYP.)

EXISTING CONCRETE SIDEWALK TO REMAIN, PROTECT

DURING CONSTRUCTION, (TYP.)

40-01

CONCRETE DRIVEWAY #1, SEE

CONCRETE DRIVEWAY APRON

40-01

CONCRETE DRIVEWAY #3, SEE

CONCRETE DRIVEWAY APRON

40-01

40-01

CONCRETE SIDEWALK DETAILS,

TYPE 'D' ADA RAMP

CONCRETE SIDEWALK

DETAILS, TYPE 'D' ADA

RAMP

BEGIN 6" CONCRETE HEADER

CURB TYP 2, MATCH TO EXIST

END ASPHALT PAVEMENT

OVERLAY; MATCH EXISTING

PAVEMENT ELEVATION

END 6" CONCRETE HEADER CURB, TP 2

MATCH TO EXST.

BEGIN ASPHALT PAVEMENT

OVERLAY; MATCH EXISTING

PAVEMENT ELEVATION

40-01

40-01 2

40-01

DRIVEWAY CONCRETE

PAVING, (TYP.)

20'

R8'

40-01

CONCRETE HEADER

CURB, TYPE 2, (TYP.)

6" CONCRETE HEADER

CURB, TYPE 7, (TYP.)

14' 14'

40-01

40-01

CONCRETE SIDEWALK

DETAILS, TYPE 'D' ADA

RAMP

R40'

R200' R200'

R130'

R5'

R5 '6'

23.12'

DRIVEWAY #3 TEMPORARY

CONSTRUCTION EASEMENT

DRIVEWAY #1 TEMPORARY

CONSTRUCTION EASEMENT

DRIVEWAY #2 TEMPORARY

CONSTRUCTION EASEMENT

40-01

DRIVEWAY CONCRETE

PAVING, (TYP.)

40-01

DRIVEWAY CONCRETE

PAVING, (TYP.)

R40.00'

R16 7.9

8'

CONCRETE SIDEWALK

DETAILS, TYPE 'C' ADA RAMP

40-01

CONCRETE SIDEWALK

DETAILS, TYPE 'D' ADA RAMP

CONCRETE SIDEWALK

PAVING, (TYP.)

40-01

R 10'

R 2'

(TYP)

1 1

40-01

CONCRETE SIDEWALK

DETAILS, TYPE 'D' ADA

RAMP

40-01

CONCRETE SIDEWALK

DETAILS, TYPE 'D' ADA

RAMP

8'

8.00'

60' R/W

VARIES

43.95'

APPROX. DISTANCE FROM

CL OF PADEN CIRCLE

30.93'

29.35'

CONSTRUCTION CENTERLINE

BEGIN RECONSTRUCTED SIDEWALK, MATCH TO EXST.

±17' TYP.

EXIST. SIDEWALK

EXIST. SIDEWALK

EXIST. SIDEWALK

.2

5'

.2 5'

R 50'

R

.5

R20'

2'

5'

5'

5'

R

.5

R39.5'

7.

5'

6.5'

6'

R40.00'

±9' TYP.

±12' TYP.

E

PA

R

KW

O O

D R

O

AD

R2.5'

R2.5

R3' R3'

CONSTRUCTION

CENTERLINE

CONSTRUCTION

CENTERLINE

R40'

R40'

5.00'

R130'R6'

R33 .26

6'

5'

R37.5'

2.5'

5'

20'

20'

SHEET KEYNOTES

GENERAL SHEET NOTES

REVISION DATES

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:M

:\1

C ity o f D ec at ur _P ar kw oo d

Tr af fic C al m in g\

C

AD

\1

M

AI

N

LI

N E.

dw g

Ju n

, 2

- 5 :2

7p m

CITY OF DECATUR PUBLIC WORKS

PARKWOOD TRAFFIC CALMING

PROJECT NUMBER

GA

ST SHEET

NO.

TOTAL

SHEETS

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280

Member of the SNC-Lavalin Group Certificate of Authorization #LSF000120

Expiration Date 06/30/2024 Certificate of Authorization #PEF000902

SCALE: 1" = 20'

20 20 40

R.R.

R.R.

K.F.

R.R.

MAINLINE PLANS

13-01

100080043 4111

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

2. REFER TO SHEET 04-01 FOR GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

3. REFER TO SHEET 02-01 FOR COMPLETE PARKWOOD SHEET SET

INDEX.

4. REFER EX-01 FOR EXISTING CONDITIONS.

5. REFER TO 50 SERIES FOR EROSION, SEDIMENT, AND POLLUTION

CONTROL PLANS.

6. REFER TO LANDSCAPE PLAN SERIES 29-00 FOR PROPOSED

PLANTINGS.

7. SEE SHEET 13-02 FOR LINE AND CURVE DATA.

8. REFER TO GDOT DETAIL A3 FOR ALL SIDEWALK RAMPS, GDOT

DETAIL A4 FOR DETECTABLE WARNING…