ITB 2025_015 Plans.pdf

PDF 5 MB Posted Oct 7, 2025

Attached to: ITB 2025-015 Gateway Sign Construction
Solicitation number: PE-66956-NONST-2026-000000047
Issued by: Dekalb County, Georgia

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ITB 2025_015 City of Tucker Gateway Signage P.pdf	PDF	Oct 7, 2025
ITB 2025_015 Gateway Sign Construction_ Bid M.pdf	PDF	Oct 7, 2025

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PROJECT LOCATION MAP OWNER / DEVELOPER

CITY OF TUCKER

TUCKER CITY HALL

975 LAKESIDE PARKWAY, SUITE 350

TUCKER, GA 30084

Contact: Ms. Courtney Smith, CSMITH@TUCKERGA.GOV P: 470-273-3091

LANDSCAPE ARCHITECTURE

TSW

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 Contact: Mr. Adam Williamson, awilliamson@tsw-design.com P: 404.873.6730

ELECTRICAL ENGINEERING

COVALENT CONSULTING, LLC.

5256 PEACHTREE ROAD

SUITE 160

ATLANTA, GA 30341

Contact: Mr. Christian Aybar, caybar@covalentconsulting.com P: 404.355.9349

PREPARED FOR:

PREPARED BY:

ALL EROSION AND SEDIMENTATION CONTROLS

AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO GRADING.

PRIOR TO LAND-DISTURBING ACTIVITIES, THE

CONTRACTOR SHALL SCHEDULE A

PRE-CONSTRUCTION MEETING WITH THE AREA

EROSION CONTROL INSPECTOR. CALL

704-336-4258 TO CONTACT THE INSPECTOR.

1447 PEACHTREE ST, STE 850

ATLANTA, GA 30309

404.873.6730

R E V I S I O N S

P R O J E C T D I R E C T O R Y

PROJECT No: 24062

Tucker, GA 30084

DATE: OCTOBER 1, 2025

CITY OF TUCKER GATEWAY SIGNAGE

T U C K E R , G E O R G I A

100% CONSTRUCTION DOCUMENTS

COVER SHEET

L-000

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

2949 LAWRENCEVILLE HWY.

TUCKER, GA 30084

LAND LOT NONE, 18TH DISTRICT

TAX PARCEL ID #18 144 11 006

ZONING:

LOCAL COMMON DISTRICT

S H E E T L I S T

SHEET NUMBER SHEET TITLE

L-000 COVER SHEET

L-001 GENERAL NOTES

SURVEY SURVEY

LS-101 EROSION CONTROL PLAN

LS-102 EROSION CONTROL DETAILS

LS-103 SITE PLAN

LS-400 CONSTRUCTION DETAILS

LS-401 CONSTRUCTION DETAILS

LP-100 LANDSCAPE PLAN AND

SCHEDULE

LP-400 LANDSCAPE DETAILS

E-100 ELECTRICAL - SITE PLAN

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

2949 Lawrenceville Hwy.

City Of Tucker

2949 LAWRENCEVILLE HWY.

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1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

RGIA

PROJECT SITE

GENERAL NOTES:

1. ALL WORK DESCRIBED IN THE PLAN NOTES SHALL BE INCLUDED IN THE

CONTRACTORS BID.

2. THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE LANDSCAPE

ARCHITECT IMMEDIATELY IF PLAN DISCREPANCIES, SITE CONFLICTS, OR

OTHER UNFORESEEN CONDITIONS ARE DISCOVERED THAT IMPACT THE

WORK.

3. EROSION CONTROL: THE CONTRACTOR SHALL INSTALL AND MAINTAIN

STORMWATER EROSION CONTROL MEASURES TO PREVENT EROSION

WITHIN THE PROJECT AREA PER THE PLANS AND IN ACCORDANCE WITH

LOCAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ANY

ADDITIONAL MEASURES NECESSARY TO STABILIZE THE SITE

THROUGHOUT FINAL COMPLETION AT NO ADDITIONAL COST TO THE

OWNER. THIS WORK MAY INCLUDE BUT IS NOT LIMITED TO: TEMPORARY

GRADING, ESTABLISHING TEMPORARY BERMS, TEMPORARY SEEDING,

TEMPORARY SODDING, DEPLOYING EROSION MATS, HAY BALES,

COCONUT ROLLS, SILT PONDS, INLET PROTECTION, AND SILT FENCE.

4. UTILITIES: THE GENERAL CONTRACTOR SHALL MARK AND PROTECT ALL

UTILITIES WITHIN THE LIMITS OF WORK AND IDENTIFY POTENTIAL

CONFLICTS WITH PROPOSED WORK FOR THE DURATION OF THE

PROJECT. COST OF REPAIRS TO UTILITIES DAMAGED FROM

CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

5. CONTRACTOR IS RESPONSIBLE FOR PULLING APPLICABLE PERMITS AND

SCHEDULING REQUIRED INSPECTIONS AS REQUIRED TO COMPLETE THE

WORK.

6. ALL REFUSE, DEBRIS, AND MISCELLANEOUS ITEMS TO BE REMOVED

SHALL BE RECYCLED TO THE GREATEST EXTENT POSSIBLE.

NON-RECYCLED MATERIALS SHALL BE LEGALLY DISPOSED OF OFF SITE

BY THE CONTRACTOR.

7. THE GENERAL CONTRACTOR SHALL NOT ENCROACH ON PRIVATE

PROPERTY WITHOUT A WRITTEN TEMPORARY OR PERMANENT ACCESS

AGREEMENT.

8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE

PROTECTED AS REQUIRED BY THE AUTHORITY WITH JURISDICTION. IN

THE ABSENCE OF REQUIREMENTS, THE CONTRACTOR SHALL EMPLOY

BEST PRACTICES TO PREVENT MUD AND CONSTRUCTION DEBRIS FROM

ENTERING THE PUBLIC WAYS AND MAINTAIN A CLEAN CONSTRUCTION

ACCESS POINT.

9. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND MAINTAIN

OPERATION OF TRAFFIC SIGNAL SYSTEMS AND TRAFFIC MOVEMENT

DURING CONSTRUCTION.

10.THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LAYOUT

DIMENSIONS PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR

REWORK, AT THEIR OWN EXPENSE, OF AREAS THAT ARE NOT BUILT PER

THE PLANS.

11. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE JURISDICTIONAL

STANDARDS, SPECIFICATIONS, AND DETAILS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ACQUIRE THESE DOCUMENTS, BE FAMILIAR WITH

THEM, AND HAVE THEM ON THE JOB SITE AT ALL TIMES.

12.ROADWAY SIGNAGE AND STRIPING SHALL CONFORM WITH THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION WITH ALL

REVISIONS INCLUDED.

13. ALL CONSTRUCTION VEHICLES SHALL PARK IN AREAS DESIGNATED BY

THE OWNER.

14.THE CONTRACTOR SHALL REPAIR ANY EXISTING CONCRETE PAVING,

CURBS, SIGNAGE, DRAINS, PUBLIC ROADWAY, OR OTHER ASSETS

DAMAGED DURING CONSTRUCTION.

LAYOUT PLAN NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE AT FACE OF WALL,

FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, OR CENTERLINE

OF PAVEMENT.

3. CONSTRUCTION LAYOUT STAKING FOR ALL PROJECT ELEMENTS SHALL

BE PERFORMED BY A LAND SURVEYOR OR APPROVED PROFESSIONAL

USING DIGITAL DRAWINGS PROVIDED BY THE DESIGN TEAM.

4. ALL CONSTRUCTION STAKING SHALL BE APPROVED BY OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. IF DIMENSIONS VARY BY 1/2" OR MORE OR ALTER THE DRAINAGE FLOW

DIRECTION, NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE FOR REVIEW AND CONFIRMATION PRIOR TO

PROCEEDING WITH CONSTRUCTION.

6. ALL +/- DIMENSIONS SHOULD NOT VARY MORE THAN 1". IF VARIATIONS

ARE GREATER THAN 1", CONTACT THE LANDSCAPE ARCHITECT OR

OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH

CONSTRUCTION.

7. THE CONTRACTOR SHALL HAVE ALL SUB-SURFACE UTILITY AND

SLEEVING WORK INSPECTED AND APPROVED PRIOR TO BEGINNING OF

HARDSCAPE STAKING AND CONSTRUCTION.

GRADING PLAN NOTES:

ABBREVIATIONS:

TC: TOP OF CURB TW: TOP OF WALL

BC: BOTTOM OF CURB BW: BOTTOM OF WALLS

TR: TOP OF RAMP BR: BOTTOM OF RAMP

INV: DRAIN INVERT EOP: EDGE OF PAVEMENT

1. CONTRACTOR SHALL ESTABLISH AND PROTECT A TEMPORARY

BENCHMARK (T.B.M.) TO BE USED DURING CONSTRUCTION. THE

CONTRACTOR SHALL SUBMIT THE (T.B.M) LOCATION AND ELEVATION TO

THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL CLEAN ALL CURBS, PAVEMENTS, AND

MASONRY SURFACES PRIOR TO THE SUBSTANTIAL COMPLETION PUNCH

WALK.

3. GRADES BETWEEN SPOT ELEVATIONS SHALL BE CONSTANT SLOPES.

4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL STORM

INLETS UNTIL THE FINAL ASPHALT REPAIR WORK IS INSTALLED.

COORDINATE AND REVIEW PROCEDURES WITH OWNER'S

REPRESENTATIVE AND THE CITY PUBLIC WORKS DEPARTMENT

INSPECTOR.

5. THE CONTRACTOR SHALL CONFIRM DRAIN INVERT ELEVATIONS OF ALL

INLETS PRIOR TO BEGINNING DEMOLITION WORK. ANY DISCREPANCY

BETWEEN EXISTING CONDITIONS AND THE SURVEY SHALL BE REPORTED

TO THE OWNER AND/OR OWNERS REPRESENTATIVE.

6. FLOW LINE AGAINST CURB - MINIMUM SLOPE IS 0.5%

7. PIPES - MINIMUM SLOPE IS 0.75%

8. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH

GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS

LIGHT POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES,

WATER AND GAS GATES, HYDRANTS, ETC. UNLESS OTHERWISE NOTED

ON THE PLANS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IN

THE EVENT A UTILITY OWNER IS TO RELOCATE ITS OWN FACILITIES, THE

CONTRACTOR SHALL COORDINATE HIS WORK WITH THESE COMPANIES

AND SHALL NOTIFY THEM OF WORK AFFECTING THEIR FACILITIES IN

ADVANCE.

9. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS FROM EXISTING

DRAINAGE STRUCTURES, PIPES, AND CULVERTS THAT ARE RETAINED

BEFORE ANY WORK BEGINS AND AT THE COMPLETION OF THE PROJECT.

10.WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE

OF EXISTING WITH NEW CONSTRUCTION.

11.FINISH GRADES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ENSURING THAT ALL NEW PAVED AREAS ARE GRADED TO DRAIN, EITHER

TO EXISTING OR NEW STRUCTURES AND FREE OF PONDING OR

STANDING WATER THAT WILL NOT COMPLETELY EVAPORATE WITHIN 24

HOURS. PAVING AREAS THAT DO NOT MEET THESE REQUIREMENTS WILL

BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

12.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE

WITH ALL FEDERAL, STATE AND LOCAL ACCESSIBILITY CODES.

ELECTRICAL NOTES:

1. CONTRACTOR TO COORDINATE WITH CITY OF TUCKER FOR ELECTRICAL

CONNECTIONS.

2. EXPOSED CONDUIT, ELECTRICAL BOXED AND PANELS: GENERAL

CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL CONDUIT AND

JUNCTION BOXES ARE CONCEALED FROM VIEW AND PAINTED TO MATCH

ADJACENT STRUCTURES UNLESS THE DESIGN OR SITE CONDITIONS

MAKE IT IMPRACTICAL OR INFEASIBLE. THE CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS AND PLAN MARKUPS FOR APPROVAL DESCRIBING THE

APPROACH TO CONCEALING THIS WORK.

LANDSCAPE NOTES:

1. ALL PLANT MATERIALS ARE TO CONFORM TO THE LATEST EDITION OF

THE AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR

NURSERY STOCK (AANSNS).

2. CONTRACTOR TO RE-SEED ALL DISTURBED AREAS IN LIKE KIND.

3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN

SITE CONDITIONS PROHIBIT THE INSTALLATION OF PLANT MATERIALS AS

DESIGNED.

4. FINE GRADING: CONTRACTOR SHALL FINE GRADE LANDSCAPE BEDS TO

DRAIN WATER AWAY FROM BUILDINGS AND PROVIDE POSITIVE DRAINAGE

BEYOND THE LIMITS OF THE PLANTING BED. PUDDLING AND STANDING

WATER WITHIN LANDSCAPE BEDS OTHER THAN BIORETENTION SHALL

NOT BE ACCEPTED.

5. SOIL AMENDMENTS: UNLESS OTHERWISE SPECIFIED, A 3" DEPTH OF

EQUAL-MIX MINERAL TOPSOIL, AGED FINES, AND COMPOSTED COW

MANURE SHALL BE ROTO-TILLED TO A DEPTH OF 6” INTO NATIVE SOILS

OF LANDSCAPE PLANTING BEDS. SOIL MIXES APPROVED AS EQUALS MAY

BE APPROVED AT THE DISCRETION OF LANDSCAPE ARCHITECT.

6. MULCH: ALL PLANTING BEDS, EXCEPT SEED BEDS, ARE TO BE MULCHED

TO A MINIMUM DEPTH OF 3".

7. ALL TREE STAKING AND EARTHEN TREE RINGS SHALL REMOVED BY THE

CONTRACTOR THE END OF THE WARRANTY PERIOD. REPLACE MULCH

TREE RING AREAS AS ORIGINALLY SPECIFIED.

8. SUBSTITUTIONS OF PLANT CULTIVARS AND SPECIES SHALL BE

PERMITTED ONLY IF MATERIALS ARE NOT AVAILABLE FROM MULTIPLE

SOURCES WITHIN 500 MILES OF THE PROJECT. PROPOSED

SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT IN

WRITING WITH A LIST OF SOURCES CHECKED FOR THE ORIGINAL PLANT.

ALL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT

BEFORE PLANTING.

9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING LANDSCAPE AREAS

INCLUDING WATERING, WEEDING, MULCHING, APPLICATION OF

PESTICIDES, HERBICIDES, AND FERTILIZER UNTIL FINAL ACCEPTANCE BY

OWNER. ON PROJECTS WITH EXISTING IRRIGATION: THE CONTRACTOR

SHALL COORDINATE NEW WORK WITH THE EXISTING SYSTEM (IF

APPLICABLE) TO ENSURE THEY ARE COMPATIBLE AND PROVIDE FULL

COVERAGE THROUGHOUT CONSTRUCTION AND THE WARRANTY PERIOD.

INCIDENTAL WORK REQUIRED TO REPAIR OR REPLACE DAMAGED OR

MISSING IRRIGATION WITHIN ANY AREA DISTURBED BY CONSTRUCTION IS

THE RESPONSIBILITY OF THE CONTRACTOR.

10.BURLAP SHALL BE PULLED BACK TO EXPOSE TOP OF ROOT BALL AND

THE TOPS OF WIRE BASKETS ARE TO BE CUT OR BENT BACK INTO

PLANTING HOLE.

11.TOPS OF ROOT BALLS FOR TREES SHALL BE PLANTED 1 INCH ABOVE

SURROUNDING GRADE.

12.PLANTING HOLES FOR TREES AND SHRUBS NOT IN PLANTING BEDS

SHOULD BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT

BALL.

13.ALL TREES TO BE LIMBED UP TO 8'HT., MIN.

14.WARRANTY: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR

1-YEAR FROM FINAL ACCEPTANCE UNLESS OTHERWISE SPECIFIED.

PLANTS THAT DON'T MEET THE STANDARDS FOR HEALTH AS SET FORTH

IN THE AANSNS SHALL BE REPLACED BY CONTRACTOR AT THE EARLIEST

TIME SEASONABLE AND PRACTICAL TO PLANT AT NO ADDITIONAL COST

TO THE CITY.

LANDSCAPE PLANTING MIXES

1. BACKFILL MIX AND PLANTING MIX: EQUAL MIX OF SUITABLE NATIVE SOIL,

AGED FINES, AND COMPOSTED COW MANURE.

2. TURF DRAINAGE SOIL BACKFILL: A RATIO OF 80% SAND MIX TO 20%

NATIVE TOPSOIL.

LANDSCAPE SOIL COMPONENTS AND MULCH

1. NATIVE SOIL: MINERAL SOIL EXISTING AT THE LOCATIONS OF PROPOSED

PLANTING TO BE USED FOR SOIL MODIFICATION THAT IS FREE

DELETERIOUS MATERIALS AND STONES GREATER THAN 1/2" DIAMETER.

2. SAND MIX: CONSISTING OF APPROXIMATELY 60% MEDIUM SIZED SAND

WITH GRANULES MEASURING BETWEEN 0.25 - 0.50 MM, WITH 20% FINE

SAND (GRANULES BETWEEN 0.1 - 0.25 MM) AND 20% COARSE SAND (0.5 -

1.0 MM GRANULES)

3. COMPOST: COMPOST SHALL BE US COMPOSTING COUNCIL-STA

CERTIFIED OR MEET THE FOLLOWING REQUIREMENTS:

4. ORGANIC CONTENT BETWEEN 35-65%, MATURITY TEST: SEEDLING

GERMINATION AND VIGOR SHOULD BE >80% OF THE CONTROL.

5. STABILITY TEST: STABLE OR VERY STABLE RATING BASED ON CO2

RESPIRATION.

6. CARBON: NITROGEN RATIO SHOULD BE 14-20, ELECTRICAL

CONDUCTIVITY TO BE <5.0 DS/M (OR MMHOS/CM)PATHOGENS AND

METALS. MEETS OR EXCEEDS USEPA STANDARDS FOR CLASS A

BIOSOLIDS, OR STATE STANDARDS.

7. CONTAMINANTS: UNDER 1% OR 0.5% METAL, GLASS, PLASTIC AND OTHER

INERT MATERIALS. UNDER 0.1% PLASTIC FILM IN MULCH, OR 0.25% FOR

AMENDING

8. MULCH: MULCH SHALL CONSIST OF 100% SHREDDED HARDWOOD FIBERS,

AGED A MINIMUM OF 1 YEAR PRIOR TO INSTALLATION, AND FREE FROM

PINE MULCH, WOOD CHIPS, BARK, SOIL, ROCKS, AND WEEDS. THE

MAXIMUM LENGTH OF ANY INDIVIDUAL COMPONENT SHALL BE TWO

INCHES (2”) AND A MINIMUM OF SEVENTY-FIVE PERCENT (75%) OF THE

MULCH SHALL PASS THROUGH A ONE INCH (1”) SCREEN. MULCH SHALL BE

FREE OF GERMINATION-INHIBITING INGREDIENTS. THE MULCH SHALL

HAVE THE CHARACTERISTICS OF RETAINING MOISTURE, FORMING A MAT

NOT SUSCEPTIBLE TO SPREADING BY WIND, RAIN, OR FLOATING IN

PONDING WATER, AND PROVIDE A GOOD GROWTH MEDIUM FOR PLANTS.

MULCH SHALL NOT FLOAT IN PONDING WATER.

GENERAL NOTES

L-001

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

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1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

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0 2010 5030 scale: 1" = 20'-0"

EROSION CONTROL PLAN

LS-101

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

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1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

Ds1

R.O.W. LINE

LIMITS OF DISTURBANCE

(EXTENT OF GROUND CLEARING)

CTYPE 'B' SILT FENCING,

30" HT.

EDISTURBED AREA TO BE

STABILIZED WITH MULCH

ACURB INLET PROTECTION

BFILTER FABRIC WITH

SUPPORTING FRAME

DEMOLITION NOTE:

STRIP AREA WITHIN L.O.D. TO REMOVE ALL EXISTING VEGETATION AND

DEBRIS. EXCAVATE AS NEEDED TO A MINIMUM DEPTH OF 2 FEET BELOW

FOOTINGS OR DEEPER AS NEEDED TO REMOVE LOOSE OR OTHERWISE

UNSUITABLE SOILS THAT CANNOT BE IMPROVED BY COMPACTION.

EXCAVATED MATERIALS SHOULD BE WASTED AND NOT REUSED ON-SITE.

Ds1 DCONSTRUCTION EXIT

EROSION CONTROL DETAILS

LS-102

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

FILTER FABRIC WITH SUPPORTING FRAME

SCALE: NTS

EROSION CONTROL NOTES:

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO CONSTRUCTION.

2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

MAINTAINED AT ALL TIMES. ADDITIONAL MEASURES BEYOND

THE APPROVED PLAN SHALL BE IMPLEMENTED AS NECESSARY.

3. DISTURBED AREAS LEFT IDLE 14 DAYS SHALL BE STABILIZED

WITH TEMPORARY VEGETATION; DISTURBED AREAS IDLE 30

DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

4. EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY,

AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED, IF DETERMINED NECESSARY BY ON SITE

INSPECTION.

6. SILT FENCE SHALL BE "TYPE B" AS PER THE MANUAL FOR

EROSION AND SEDIMENT CONTROL IN GEORGIA, AND BE WIRE

REINFORCED.

GENERAL NOTE:

1. DISTURBED AREA: 26733 SQ/FT OR 0.61 AC

2. ALL LAND DISTURBANCE TO BE STABILIZED WITH MULCH

UPON COMPLETION OF DEMOLITION.

3. ALL DEMOLITION DEBRIS TO BE HAULED OFF SITE.

4. DUMPSTER SHALL NOT BE LOCATED INSIDE OF SILT FENCE.

5. NO STANDING WATER.

DIRT STATEMENT:

CUT= 0 CU.YDS.

FILL = 44.33 CU. YDS.

CURB INLET PROTECTION

SCALE: NTS

Ds1

VEGETATIVE STABILIZATION

SCALE: NTS

TYPE B SILT FENCE

SCALE: NTS

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1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

CONSTRUCTION EXIT

SCALE: NTS

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0 2010 5030 scale: 1" = 20'-0"

SITE PLAN

LS-103

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

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project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

GATEWAY SIGN 1

LS-400

LED LIGHT

CONTACT

NAME: THOMAS NICHOLS

EMAIL: TNICHOLS@SESCOLIGHTING.COM

PHONE:P: (770) 449-7045

MANUFACTURER: LUCETTA

MODEL: CELESTE™ WET LOCATION

FLEXIBLE LINEAR LIGHTING

LIGHT COLOR: WHITE 3000K

CASE COLOR: BLACK

NOTES:

+ CONTRACTOR TO INSTALL PRODUCT

PER MANUFACTURER'S

SPECIFICATIONS.

+REFER TO SIGNAGE DETAIL _________

FOR LOCATION.

1/LS-400

FLOODLIGHT

MANUFACTURER: B-K LIGHTING

MODEL: FOCUS+2

LED TYPE: 4000K

OPTIC: TYPE III

COLOR/FINISH: TO BE SELECTED BY

LANDSCAPE ARCHITECT FROM

MANUFACTURER'S FULL RANGE OF

OPTIONS

NOTES:

CONTRACTOR TO INSTALL PRODUCT PER

MANUFACTURER'S SPECIFICATIONS.

CONTACT

NAME: THOMAS NICHOLS

EMAIL: TNICHOLS@SESCOLIGHTING.COM

PHONE: (770) 449-7045

DETAIL SPECIFICATION IMAGE

ELECTRICAL SCHEDULE

LS-103

UPLIGHT

PROPOSED TOPO CONTOUR

LS-103

LED LIGHT

LS-401

STEEL EDGING

LS-401

COBBLESTONE

EDGING UPLIGHT

MANUFACTURER: B-K LIGHTING

MODEL: DELTA STAR

LED TYPE: 3000K

COLOR/FINISH: TO BE SELECTED BY

LANDSCAPE ARCHITECT FROM

MANUFACTURER'S FULL RANGE OF

OPTIONS

NOTES:

CONTRACTOR TO INSTALL

PRODUCT PER MANUFACTURER'S

SPECIFICATIONS.

CONTACT

NAME: THOMAS NICHOLS

EMAIL: TNICHOLS@SESCOLIGHTING.COM

PHONE: (770) 449-7045

LS-103

FLOODLIGHT

LIMIT OF DISTURBANCE

(10) EXISTING SIGNS TO BE REMOVED

EXISTING SIGN AND UTILITY

POLES TO REMAIN

R O

_C ity o f T uc ke r - C ity S ta nd ar ds

G ui de bo ok \P

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\S H

\L S-

- C on st ru ct io n D et ai ls .d w g

(L S-

P lo tte d on

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- 9

:2 2a m b y cm or ph is s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

CONSTRUCTION DETAILS

LS-400

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

GATEWAY SIGN

1/2" = 1'-0"

GENERAL NOTES:

1. DRAWING IS FOR DESIGN INTENT PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS

FROM FABRICATOR FOR APPROVAL.

2. ALL SIGN COMPONENTS TO BE FINISHED WITH A CLEAR ANTI-GRAFFITI COATING. APPLY PER

MANUFACTURER'S RECOMMENDATIONS. SUBMITTAL REQUIRED FOR APPROVAL BY LANDSCAPE

ARCHITECT.

3. SIGN LAYOUT AND ORIENTATION STAKING SHALL BE REVIEWED WITH AND APPROVED BY

LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

4. ALL MORTAR JOINTS TO BE A CONSISTENT 1/4" - 1/2" THICK FILLED WITH 3,500 PSI GROUT WITH

LATICRETE ADDITIVE

5. ALL GRANITE (RUBBLE AND CAPS) TO BE GEORGIA GRAY GRANITE WITH SPLIT FACE FINSH OR

EQUAL APPROVED BY LANDSCAPE ARCHITECT.

6. ALL WALL CAPS TO BE 3" THICK, 14" DEEP, AND 18" LONG. WALL CAPS SHOULD NOT OVERHANG THE

VERTICAL FACES OF THE SIGN.

7. EACH CAP STONE TO BE MOUNTED WITH TWO 4" STAINLESS STEEL DOWELS SET IN 3,500 PSI GROUT

WITH LATICRETE ADDITIVE.

8. CONTRACTOR TO SUBMIT SAMPLE OF GRAY GRANITE RUBBLE TO LANDSCAPE ARCHITECT FOR

APPROVAL.

9. GRANITE RUBBLE WALLS TO BE RANDOM ASHLAR PATTERN:

10. PERFORATED METAL PANEL TO BE 14 GAUGE STEEL WITH MATTE BLACK POWDERCOAT FINISH.

11. METAL LETTERS TO BE 18 GAUGE STEEL WITH MATTE BLACK POWDERCOAT FINISH.

12. ALL FONTS TO BE "GOTHAM REGULAR" (UPPERCASE).

13. PERFORATED METAL PANEL AND METAL LETTERS ARE TO BE MOUNTED WITH 1" DIAMETER

POWDERCOATED STEEL PINS, CORE DRILLED AND EPOXIED IN PLACE. MINIMUM EMBED DEPTH IS 4".

MIN. (2) PINS PER LETTER. USE EPOKWIK FC, EPOXICURE 2 OR EQUAL TO BE APPROVED BY

LANDSCAPE ARCHITECT. SUBMITTAL REQUIRED.

14. ALL SIGN COMPONENTS TO BE OF SUFFICIENT DURABILITY TO RESIST DAMAGE FROM MINOR ROAD

DEBRIS AND OTHER ENVIRONMENTAL DAMAGE, WITHSTAND WIND GUSTS UP TO 150 MPH, AND

WITHSTAND 200 LB. CONCENTRATED LOADS.

LIGHTING AND ELECTRICAL NOTES:

1. REFER TO ELECTRICAL PLAN SHEETS FOR SPECIFICATIONS.

2. ALL UNDERGROUND VAULTS ARE TO BE LOCATED IN COORDINATION WITH THE PLANTING PLAN.

3. ALL WIRING, CONTROLLERS, TRANSFORMERS, AND OTHER SIGN COMPONENTS, AND THEIR

CABINETS TO BE CONCEALED FROM SIGHT.

4. ALL LIGHTS AND ELECTRICAL COMPONENTS TO BE FULLY ACCESSIBLE AND SERVICEABLE.

5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE LOCAL ELECTRICAL UTILITY ON

ELECTRICITY SOURCE AND METERING.

REFERENCE IMAGE - NIGHTREFERENCE IMAGE - DAY

D'D

E' E

PLAN

7' -0

" O

L H

H T

3' -0

-3

6'-6" 2'-6" 1'-0"

1' -0

FINISHED GRADE

ELEVATION A

SECTION D - D' SECTION E - E'

FINISHED GRADE

CAP PLAN ENLARGEMENT

N.T.S.

FINISHED GRADE

ELEVATION B

1'-0"

" M

. T

P O

C'C

SECTION C - C'

2" = 1' - 0"

1'-3"

PIN-MOUNTED

PERFORATED METAL

CIP FOOTER

3" THICK GRANITE CAP. CAP

EDGE TO HAVE 18" CHAMFER

4" - 12" MORTAR JOINT WITH

LATICRETE ATTIDTIVE. LATICRETE

COLOR TO MATCH GRANITE COLOR.

GRANITE RUBBLE WALL

VENEER- BELOW CAP

PIN-MOUNTED PERFORATED

METAL PANEL

COMPACTED SUBGRADE. 95%

STANDARD PROCTOR TEST

4,000 PSI CIP CONCRETE FOOTING

3500 PSI MORTAR WITH

LATTICRETE ADDITIVE

#4 DEFORMED REBAR, 18" O.C.

4" STAINLESS STEEL

DOWEL (QTY. 2 PER CAP)

GRANITE RUBBLE VENEER (SEE NOTES)

GRANITE RUBBLE WALL

LED LIGHT BACKLIGHT STRIP,

TYP.; SEE _________

PIN MOUNTED METAL

LETTERS, TYP.

LED LIGHT STRIP, TYP.;

SEE _________

1/LS-103

PIN MOUNTED PERFORATED

METAL PANEL, TYP.

10'-0"

PIN-MOUNTED

METAL LETTERS

LED LIGHT STRIP, TYP.;

SEE _________1/LS-103

1 12"

GAP

MIN.

3" THICK GRANITE CAP (TOP &

SIDE FINISH - SPLIT FACE; SEE

SEPARATE PLAN VIEW)PIN MOUNTED PERFORATED

METAL PANEL

LOCKABLE ACCESS HATCH

TO BE ORIENTED AWAY

FROM ROAD

9" 6"

(3) #4 REBAR, CONTINUOUS

#5 REBAR @ 12" O.C.

2'-0"

1' -0

11'-0"

COMPACTED SUBGRADE. 95%

STANDARD PROCTOR TEST

3" C

15"15"

7"7"

MOUNTING PIN @

1' O.C., TYP.

3" G

" M

. T

P O

8X8X16 CMU CORE, GROUT SOLID

GRANITE CAP,

18" LENGTH TYP.

1'-6", TYP.

" M

FINISHED GRADE

ELEVATION F

PIN MOUNTED PERFORATED

METAL PANEL

CUSTOM CUT LOGO AND

PATTERN (BOTH SIDES OF SIGN)

PIN MOUNTED METAL

LETTERS, TYP.

GRANITE RUBBLE WALL

MOUNTING PIN (BEYOND)

@ 1' O.C., TYP.

LED LIGHT STRIP (BEYOND)

ELECTRICAL CONDUIT

CONNECTION TO

IN-GRADE DRIVER BOX

(3) #4 REBAR, CONTINUOUS

#5 REBAR @ 12" O.C.

#4 DEFORMED REBAR, 18" O.C.

R O

_C ity o f T uc ke r - C ity S ta nd ar ds

G ui de bo ok \P

R E\

\S H

\L S-

- C on st ru ct io n D et ai ls .d w g

(L S-

P lo tte d on

O ct

- 9

:2 2a m b y cm or ph is s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

CONSTRUCTION DETAILS

LS-401

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

COBBLESTONE EDGING

1" 1'-0"

3" LAYER MULCH

FINISHED GRADE

UNDISTURBED

SUBGRADE

MORTAR

4" 6"

3" C

SCARIFY FINAL GRADE PRIOR

TO PLACING TOP DRESSING

FINAL GRADE PRIOR TO

PLACING SOD

MORTAR

COMPACTED SUBGRADE.

95% STANDARD

PROCTOR TEST.

COBBLE STONE

10"X4"X7"7"

4" 6" 10

3" C

ELEVATION

SECTION - AA'

COMPACTED SUBGRADE.

95% STANDARD

PROCTOR TEST.

COBBLE STONE

10"X4"X7"

SCARIFY FINAL GRADE PRIOR

TO PLACING TOP DRESSING

FINAL GRADE PRIOR TO

PLACING SOD

DRY JOINT, TYP.

A' A

NOTE:

1. CONTRACTOR TO REFER TO LAYOUT PLAN FOR LOCATIONS OF COBBLESTONE EDGING.

2. SPECIFIED PRODUCT IS THE BASIS OF DESIGN. CONTRACTOR MAY SUBMIT OTHER EQUIVALENT PRODUCTS

FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT.

3. PRODUCT DATA SHEET SUBMITTAL AND FIELD STAKING REVIEW AND APPROVAL BY LANDSCAPE

ARCHITECT AND OWNER ARE REQUIRED PRIOR TO INSTALLATION.

PRODUCT:

MANUF.: CUMMIN LANDSCAPE SUPPLY,

WWW.CUMMINLANDSCAPESUPPLY.COM, INFO@CUMMINLS.COM

TYPE: GRAY GRANITE COBBLESTONE: 10 IN. X 7 IN. X 4 IN.

NATIVE SUBGRADE

PLANTING SOIL MEDIUM

(SEE PLANTING NOTES)

STEEL EDGE (SEE NOTES

ON STEEL TYPE AND FINISH)

ROLLED EDGE. GRIND DOWN

ANY SHARP EDGES AND BURS.

FINISHED GRADE OF MULCH TO SIT1" MIN.

BELOW STEEL EDGE TO PREVENT WASHOUT

SECTION

NOTE:

1. CONTRACTOR TO REFER TO LAYOUT PLAN FOR LOCATIONS OF

STEEL EDGING.

2. SPECIFIED PRODUCT IS THE BASIS OF DESIGN. CONTRACTOR

MAY SUBMIT OTHER EQUIVALENT PRODUCTS FOR REVIEW AND

APPROVAL BY LANDSCAPE ARCHITECT.

3. PRODUCT DATA SHEET SUBMITTAL AND FIELD STAKING REVIEW

AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER ARE

REQUIRED PRIOR TO INSTALLATION. IMAGE EXAMPLE

FINISHED GRADE

STEEL EDGING

1" 1'-0"

MANUF.: PERMALOC (WWW.PERMALOC.COM)

TYPE: CLEANLINE XL COMMERCIAL GRADE LANDSCAPE EDGING,

3/16" GAUGE, 12" TALL

COLOR: TO BE SELECTED BY LANDSCAPE ARCHITECT FROM

MANUFACTURER'S FULL RANGE.

PRODUCT

SOD LANDSCAPE

WRENCEVIL

(R /W

ARIE

M O

E A L R

O A D

(8 ' R

H O

EA R

(N O

T IN

SE)

17,233

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT CAL SI=E

T5EES

AF 3 ACE5 5U%5UM

F5AN.S5ED

5ED SUNSET� MAPLE % % 3� CAL 8C HT� MIN�

IA 3 ILE; OPACA

AME5ICAN HOLL< 25 *AL 6C�7C HT� MIN�

ML 5 MA*NOLIA *5ANDIFLO5A

LITTLE *EM

LITTLE *EM DWA5F SOUTHE5N MA*NOLIA 25 *AL 2� CAL 7C�8C HT� MIN�

MS 4 MA*NOLIA ; SOULAN*EANA

SAUCE5 MA*NOLIA % % 2�5� CAL 8

MIN CLEA5 T5UN.

QP 3 QUE5CUS PHELLOS

WILLOW OA. % % 3� CAL 10C�12C HT� MIN�

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT SI=E SPACIN*

SH5U%S

HQ 16 H<D5AN*EA QUE5CIFOLIA

OA.LEAF H<D5AN*EA 7 *AL 72� R�F�

IV 32 ILE; VOMITO5IA

STO.ES DWA5F

STO.ES DWA5F <AUPON HOLL< 7 *AL 48� R�F�

IS 88 ITEA VI5*INICA

SP5ICH

LITTLE HEN5<� SWEETSPI5E 7 *AL 48� R�F�

MP 62 MUHLEN%E5*IA ;

PIN. FLAMIN*O

PIN. FLAMIN*O MUHL< 3 *AL 48� R�F�

VO2 3 VI%U5NUM O%OVATUM

WALTE5

S VI%U5NUM 15 *AL 7C�8C HT� MIN� 120� R�F�

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT SPACIN*

*5OUND COVE5S

CD 17,233 C<NODON DACT<LON

%E5MUDA*5ASS SOD 12� R�F�

IC 1,352 I5IS C5ISTATA

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DW 290 PHLO; SU%ULATA

C5EEPIN* PHLO; 1 *AL 24� R�F�

*5OUNDCOVE5

SP 311 SEASONAL COLO5 FLAT 12� R�F�

PLANT SCHEDULE

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT CAL SI=E

T5EES

AF 3 ACE5 5U%5UM

F5AN.S5ED

5ED SUNSET� MAPLE % % 3� CAL 8C HT� MIN�

IA 3 ILE; OPACA

AME5ICAN HOLL< 25 *AL 6C�7C HT� MIN�

ML 5 MA*NOLIA *5ANDIFLO5A

LITTLE *EM

LITTLE *EM DWA5F SOUTHE5N MA*NOLIA 25 *AL 2� CAL 7C�8C HT� MIN�

MS 4 MA*NOLIA ; SOULAN*EANA

SAUCE5 MA*NOLIA % % 2�5� CAL 8

MIN CLEA5 T5UN.

QP 3 QUE5CUS PHELLOS

WILLOW OA. % % 3� CAL 10C�12C HT� MIN�

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT SI=E SPACIN*

SH5U%S

HQ 16 H<D5AN*EA QUE5CIFOLIA

OA.LEAF H<D5AN*EA 7 *AL 72� R�F�

IV 32 ILE; VOMITO5IA

STO.ES DWA5F

STO.ES DWA5F <AUPON HOLL< 7 *AL 48� R�F�

IS 88 ITEA VI5*INICA

SP5ICH

LITTLE HEN5<� SWEETSPI5E 7 *AL 48� R�F�

MP 62 MUHLEN%E5*IA ;

PIN. FLAMIN*O

PIN. FLAMIN*O MUHL< 3 *AL 48� R�F�

VO2 3 VI%U5NUM O%OVATUM

WALTE5

S VI%U5NUM 15 *AL 7C�8C HT� MIN� 120� R�F�

S<M%OL CODE QT< %OTANICAL � COMMON NAME CONT SPACIN*

*5OUND COVE5S

CD 17,233 C<NODON DACT<LON

%E5MUDA*5ASS SOD 12� R�F�

IC 1,352 I5IS C5ISTATA

C5ESTED I5IS 1 *AL 9� R�F�

DW 290 PHLO; SU%ULATA

C5EEPIN* PHLO; 1 *AL 24� R�F�

*5OUNDCOVE5

SP 311 SEASONAL COLO5 FLAT 12� R�F�

PLANT SCHEDULE

0 2010 5030

VFDOH� 1� 20

�0�

IMPO5TANT�

CONT5ACTO5 TO VE5IF< PLANT QUANTITIES %EFO5E

PU5CHASIN* AND INSTALLIN*�

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1447 PHDFKWUHH SWUHHW NE, SXLWH 850

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V K H H W Q X P E H U

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G U D Z L Q J G D W H

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CRS\ULJKW� AOO ULJKWV UHVHUYHG� 5HSURGXFWLRQ LQ ZKROH RU LQ

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RGIA

VO2

LANDSCAPE PLAN

LP�100

24062

CIT< OF TUC.E5

470�273�3091

TUC.E5, *A 30084

CIT< OF TUC.E5

*ATEWA<

SI*NA*E

OCTO%E5 1, 2025

100� CONST5UCTION DOCUMENTS

TUC.E5, *A 30084

2949 LAW5ENCEVILLE HW<�

LI*HT FI;TU5E, T<P�,

5EFE5 TO LA<OUT PLAN

MULTI�T5UN., �3� T5UN.S

PE5 PLANT

R O

_C ity o f T uc ke r - C ity S ta nd ar ds

G ui de bo ok \P

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\S H

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- L an ds ca pe P la n an d

D et ai ls

..d w g (L

P-

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2a m b y cm or ph is s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

RGIA

LANDSCAPE NOTES:

1. CONTRACTOR TO BE RESPONSIBLE FOR LOCATION OF

UNDERGROUND UTILITIES PRIOR TO DIGGING OR

INSTALLATION OF ANY PLANT MATERIAL. CALL LOCAL

JURISDICTION UTILITY LOCATOR PRIOR TO COMMENCING

WORK.

2. A 3" DEPTH OF EQUAL-MIX MINERAL TOPSOIL, AGED FINES,

AND COMPOSTED COW MANURE SHALL BE ROTO-TILLED TO

A DEPTH OF 6-8” IN LANDSCAPE PLANTING BEDS. SOIL

MIXES APPROVED AS EQUALS MAY BE UTILIZED AT THE

DISCRETION OF LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE.

3. ALL PLANTING BEDS ARE TO BE MULCHED TO A MINIMUM

DEPTH OF 3".

4. IF STAKING OR EARTHEN TREE RINGS ARE TO BE UTILIZED,

CONTRACTOR IS RESPONSIBLE TO REMOVE WITHIN 1-YEAR

OF INSTALLATION.

5. ALL PLANT MATERIALS ARE TO CONFORM TO THE LATEST

EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMAN

STANDARDS FOR NURSERY STOCK.

6. SUBSTITUTIONS OF PLANT SPECIES IS DISCOURAGED,

UNLESS APPROVAL FROM LANDSCAPE ARCHITECT IS

ACQUIRED.

7. WHERE ON-SITE CONDITIONS DO NOT ALLOW THE PLAN TO

BE INSTALLED AS DRAWN, THUS REQUIRING SIGNIFICANT

ALTERATIONS TO THE PLANS, CONTRACTOR IS TO CONTACT

LANDSCAPE ARCHITECT UNLESS OTHERWISE DIRECTED BY

OWNER'S REPRESENTATIVE.

8. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANT

MATERIAL UNTIL FINAL ACCEPTANCE BY OWNER.

9. LANDSCAPE CONTRACTOR IS TO GUARANTEE ALL PLANT

MATERIAL FOR 1-YEAR FROM FINAL ACCEPTANCE OF

OWNER. DEAD PLANTS AND PLANTS NOT MEETING MINIMUM

STANDARDS AS SET FORTH IN NOTE #5 SHALL BE

REPLACED BY CONTRACTOR AT THE EARLIEST TIME

SEASONABLE AND PRACTICAL TO PLANT.

10. BURLAP IS TO BE PULLED BACK TO EXPOSE TOP OF

ROOTBALL AND THE TOPS OF WIRE BASKETS ARE TO BE

CUT OR BENT BACK INTO PLANTING HOLE.

11. TOPS OF ROOTBALLS FOR TREES ARE TO BE PLANTED

APPROXIMATELY ONE INCH ABOVE SURROUNDING GRADE.

12. PLANTING HOLES FOR TREES AND SHRUBS NOT IN

PLANTING BEDS SHOULD BE APPROXIMATELY TWICE THE

DIAMETER OF THE ROOTBALL.

13. BACKFILL MIX SHALL BE A 50-50 MIX OF SUITABLE EXISTING

SOIL, AND PLANTING MIX SPECIFIED IN NOTE #2. EXISTING

SOIL IS TO BE FREE FROM DELETERIOUS MATERIALS AND

STONES GREATER THAN 1/2" DIAMETER.

14. ALL TREES TO BE LIMBED UP TO 8' HT., MIN.

15. CONTRACTOR TO STAKE PLANT LOCATIONS FOR REVIEW

AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER

PRIOR TO PLANTING.

IMPORTANT!

CONTRACTOR TO VERIFY PLANT QUANTITIES BEFORE

PURCHASING AND INSTALLING.

LANDSCAPE DETAILS

LP-400

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

OCTOBER 1, 2025

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

TYP.

TYPICAL "ON CENTER"

(O/C) DIMENSION AS

SHOWN ON PLANT LIST.

NOTES:

1. SEE PLANTING PLANS FOR SHRUBS, GROUNDCOVER, AND ANNUAL BEDS.

2. ROWS SHALL BE STRAIGHT AND PARALLEL.

TYP.TYP.

STAGGER ROWS

THROUGHOUT BED

GROUNDCOVER SPACING

1" 1'-0"

(2X) ROOTBALL

DIAMETER

C O

ROOT AND SOIL MASS, CONTAINER

REMOVED (LIGHTLY SCARIFY). 10% OF

ROOTBALL EXPOSED ABOVE GRADE

3" LAYER MULCH

SET SHRUB PLUMB

FINISHED GRADE

BACKFILL PLANTING PIT

PER SPECIFICATIONS

COMPACT TO

PREVENT SETTLING

UNDISTURBED SUBGRADE

SHRUB INSTALLATION

1/2" 1'-0"

NOTE:

1. HOLD DOWN FINISHED

GRADE 2" FROM EDGE OF

ALL HARDSCAPE SURFACES

2. ROLL AND WATER SOD

SAME DAY AS PLACEMENT

SUBGRADE

SCARIFY FINAL GRADE PRIOR

TO PLACING TOP DRESSING

SOD INSTALLATION

1" 1'-0"

2" LAYER OF 50/50 SOIL MIX

APPLIED TO THE FINAL GRADE

PRIOR TO PLACING SOD

NOTE:

1. CONIFER TREES 2" CAL. OR SMALLER TO BE STAKED.

2. DEEP ROOT PROTECTIVE TREE BARRIER SHALL BE

INSTALLED PER MANUFACTURER SPECIFICATION AT

EDGE OF PAVEMENT IN ALL AREAS WHERE TREES

ARE PLANTED 6' OR LESS FROM EXISTING OR NEW

PAVEMENT AND HARDSCAPE.

3. STAKES ARE TO BE UTILIZED ONLY IN SLOPED

PLANTING BEDS AND HIGH WIND AREAS.

4. CONTRACTOR IS RESPONSIBLE TO REMOVE STAKES

1 YEAR AFTER INITIAL INSTALLATION.

5. CONTRACTOR TO REMOVE EXCESS BURLAP

WITHOUT DISTURBING ROOTBALL (EXPOSE AT

MINIMUM 1/3 OF ROOTBALL).

24" ROOT BARRIER BY

'DEEPROOT' UB-24-2.

PROVIDE ONLY WHERE

NEEDED, 20' MIN. LENGTH

ENTERED ON TREE OR

CONTINUOUS LENGTH OF

SIDEWALK DEPENDING ON

TREE SPACING

ARBORTIE

ROOTBALL

WIRE

STAKE

SET TRUNK PLUMB

ESTABLISH SAME ROOT COVER

AS EXISTED IN THE NURSERY

3" MULCH (SEE

SPECIFICATIONS. TYP.)

ARBORTIE, OR EQUAL

5" SOIL SAUCER

2"X2"X3' STAKE (3 TOTAL)

BACKFILL (SEE LANDSCAPE

NOTES)

COMPACT TO

PREVENT SETTLING

LOOSEN SUBGRADE AND

REMOVE IMPERVIOUS

DEBRIS

TREE INSTALLATION

1/2" 1'-0"

PLAN VIEW

SITE PLAN

Scale: 1'-0" = 20'-0"1 s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t p r o j e c t i n f o r m a t i o n n o r t h a r r o w + s c a l e checked by:

project number:

contact:

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s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s

24062

CITY OF TUCKER

470-273-3091

TUCKER, GA 30084

CITY OF TUCKER

GATEWAY

SIGNAGE

08-15-25

100% CONSTRUCTION DOCUMENTS

TUCKER, GA 30084

2949 LAWRENCEVILLE HWY.

5256 Peachtree Rd.

Suite 160 Atlanta, GA 30341 404-355-9334 main

ELECTRICAL - SITE PLAN

E-100

ONE LINE DIAGRAM

Scale: N.T.S.2

File details come from the government source that posted it. Updated Oct 13, 2025.