Wayne St Parking Lot Bid Check.pdf

PDF 7 MB Posted Aug 7, 2026

Attached to: North Wayne St. Parking Lot Improvements ITB
Solicitation number: PE-74750-NONST-2026-000000026
Issued by: Wilcox County, Georgia

About this file

Written by GovTribe AI · Aug 12, 2026

This is a Bid Check document for the City of Monroe, Georgia, related to the North Wayne St. Parking Lot Improvements Invitation to Bid. The project encompasses improvements to the North Wayne Street parking lot, with major work items including grading, paving, drainage, marking, construction, landscaping, and erosion control. Written questions concerning the bid must be submitted to purchase@monroega.gov by 5:00 pm Eastern Standard Time on August 24, 2026, after which no additional questions will be accepted. A comprehensive list of questions and answers will be compiled and provided to companies of record and posted as an addendum on the city website by 5:00 pm on August 26, 2026. Bids must be received by 2:00 pm on September 7, 2026, and may be submitted either in person to the City of Monroe or by mail. Additional bid details are available at www.monroega.com/rfps.

The document does not contain specific information regarding pricing terms, set-asides, incumbent contractors, funding sources, contract amounts, or renewal options. These details would be available in the complete invitation to bid documentation posted on the city's website or obtainable through the purchasing department contact.

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CITY OF MONROE

INVITATION TO BID

Natural Gas Main Replacement – Rowe Road

December 30, 2024

The City of Monroe is located between Atlanta and Athens metro areas with a diverse population of about 14,928 per the 2020 census, and serves as the county seat of Walton County. Monroe has a Council/Administrator form of government with a mayor elected at large and eight (8) councilmembers, who are elected by district or super-district. The mayor and members of the Council serve four-year terms, which are staggered by election.

The City of Monroe is currently seeking competitive bids for the improvement of the North Wayne St. Parking Lot.

Major items of work include but are not limited to grading, paving, drainage, marking, construction, landscaping, and erosion control. Sample Photos (Exhibit A) of the area are provided, but site visits are encouraged for better accuracy of the submission and do not require the City of Monroe to be present.

When downloading this document, please notify the City of Monroe at purchase@monroega.gov of your company name and contact information, so that you may be copied on any additional addendums during the process. Any questions about this Invitation to Bid should be in writing only and directed to purchase@monroega.gov prior to 5:00 pm on August 24, 2026, at which point no other questions will be allowed (all times referenced are considered Eastern Standard Time). A full list of questions and answers will be provided to companies of record and posted on the website as an addendum no later than 5:00 pm on August 26, 2026.

This project will be administered by the City of Monroe through the Central Services Supervisor and Central Services Director being the main point of contact for all questions during preliminary procedures and the bidding process. After a contract is awarded a project manager will be designated.

BID SCHEDULE

The following outlines the timeline of dates to be followed for this specific bid process.

Invitation to Bid August 7, 2026 9:00 am Question Due Date (EMAIL) August 24, 2026 5:00 pm Answers August 26, 2026 5:00 pm Submission Deadline September 7, 2026 2:00 pm Contract Award September 9, 2026 6:00 pm Notice to Proceed September 10, 2026 9:00 am

CITY OF MONROE

INVITATION TO BID

North Wayne St. Parking Lot Improvements

August 7, 2026

SUBMISSION

Provide two (2) copies of the bid submission, including one (1) original. Bids may be submitted in person to the City of Monroe or by mail, but must be received no later than 2:00 pm on September 7, 2026. Sealed bids shall be submitted in a completely sealed envelope, and addressed to:

City of Monroe North Wayne St. Parking Lot Improvements Attn: Mark Harrison 215 North Broad Street Monroe, GA 30655

EVALUATION

Evaluation of submitted bids will be based on the lowest bid that, in its sole discretion, is the most responsive and responsible to the City of Monroe. The City of Monroe reserves the right to shortlist, interview, and negotiate with those submitting bids.

CONSIDERATIONS

The City of Monroe reserves the right to withdraw this Invitation to Bid, reject any or all responses, and to waive any irregularity, variance or informality whether technical or substantial in nature, in keeping with the best interests of the City of Monroe. This bid plus the resulting agreement, shall be consistent with all terms and conditions associated with contracts entered into by the City of Monroe. The City of Monroe is not liable or responsible for any cost(s) incurred during the preparation, presentation, or submission as a response to this bid request.

The City of Monroe may, at its discretion, change, add or remove features and functions from final contract for the improvement of the parking lot at any time.

The submitted bid fee and structure shall remain effective for a period of no less than ninety (90) days.

Any unauthorized contact regarding the bid with staff or elected officials may result in disqualification. Any oral communications will be considered unofficial and non-binding on the City of Monroe.

We thank you in advance for your submission and welcome any questions you may have during the process.

Mark Harrison Central Services Supervisor, City of Monroe 215 North Broad Street, P.O. Box 1249 Monroe, GA 30655

(770) 266-5415

Exhibit A:

Existing Building Foundation Large Asphalt Parking Lot

O E

OE OE OE OE

O E

XXX

TC TC

TC TC TC TC

TC TC

W M

W W W W

W W W W W

OE OE OE OE OE OETC

LOCLOCLOCLOC

LOCLOC

LOC LOC LOC LOC

C LOC

LOC

CITY OF MONROE

215 NORTH BROAD STREET

MONROE, GA 30655

(770) 267-3429

Construction Drawings for the

KECK & WOOD

3090 PREMIERE PKWY SUITE 200

DULUTH, GA 300097

(678) 417-4000

LOCATION MAP

SCALE: 1 = 400'

NORTH WAYNE STREET

PARKING LOT

IMPROVEMENTS

NORTH WAYNE STREET

MONROE, GA

APRIL 2026

OWNED BY:

ENGINEERING:

UTILITY PROVIDERS:

WATER: CITY OF MONROE

ELECTRIC: CITY OF MONROE

GAS: CITY OF MONROE

SEWER: CITY OF MONROE

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

N O

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This drawing and the design shown are the property of Keck & Wood, Inc. The reproduction, copying or other use of this drawing without written consent is prohibited and any infringement will be subject to legal action.

AREA MAP

I-75

I-85

ATLANTA

I-20

MONROE

N.T.S.

C.0.0

C O

V E

R S

H E

E T

PROJECT LOCATION

THIS PROJECT HAS BEEN PREPARED USING THE HORIZONTAL

GEORGIA COORDINATE SYSTEM OF 1984 (NAD 1983)/94 WEST

ZONE, AND THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF

1988.

THE PROJECT IS ENTIRELY LOCATED WITHIN THE

LIMITS OF WALTON COUNTY.

0 50' 100'

SCALE: 1" = 50'

C.0.0 COVER SHEET

C.0.1 GENERAL NOTES AND LEGEND

C.1.0 SURVEY

C.2.0 DEMOLITION PLAN

C.3.0 SITE PLAN

C.4.0 GRADING PLAN

SITE PLANS

D.1.0 CONSTRUCTION DETAILS

D.2.0 CONSTRUCTION DETAILS

SHEET NUMBER SHEET TITLE

E.1.0 EROSION CONTROL PLAN

E.1.1 EROSION DETAILS

BASED ON SURVEY BY:

ROCHESTER & ASSOCIATES

425 OAK STREET NW

GAINESVILLE, GA 30501

EMAIL: SCLEVELAND@ROCHESTER-ASSOC.COM

PHONE: 770-718-0600

DATE: 06/30/2024

L.1.0 LANDSCAPE PLAN

L.2.0 LANDSCAPE DETAILS

S.0.1 RETAINING WALL

Y D

LOC

IdA

GRADING / EROSION CONTROL

102252

ACCACC

LOD

MAIL

WQ2

97 97

F F

SANITARY MANHOLE

SANITARY SEWER LINE

SANITARY SEWER SERVICE

SEWER FORCE MAIN

AIR RELEASE VALVE

POTABLE WATER

SANITARY SEWER

EXISTING PROPOSED

FIRE HYDRANT

WATER SERVICE

WATER VALVE

TEE

TAP

REDUCER

BLOWOFF

STUBOUT

WATERLINE

FIRE LINE

WELL

STORM SEWER

FLARED END SECTION

TYPE 1 CATCH BASIN

TYPE 9 CATCH BASIN

STORM DRAIN JUNCTION BOX

DROP INLET

STORM DRAIN

STORM DRAIN EASEMENT

MAJOR CONTOUR

MINOR CONTOUR

TEMPORARY CONTOUR

SPOT ELEVATION

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

TEMPORARY INLET PROTECTION

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

TEMPORARY DIVERSION DIKE

TEMPORARY DIVERSION SWALE

PERMANENT SWALE/DITCH

EXISTING SWALE/DITCH

SILT FENCE

TIME OF CONCENTRATION

SOIL BOUNDARY

SOIL TYPE

TEMPORARY SEDIMENT TRAP

BASIN

WATER QUALITY BASIN

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

CHECK DAM

TEMPORARY FILTER BERM

TREE PROTECTION FENCING

TEMPORARY MATTING

EXISTING PROPOSED

DRY UTILITIES

LIGHT POLE

POWER POLE

GUY WIRE

ELECTRICAL TRANSFORMER

ELECTRICAL BOX

TELEPHONE PEDESTAL

TRANSMISSION TOWER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

GAS VALVE

GAS LINE

UNDERGROUND TELEPHONE

SITE PLAN

ACCESSIBLE RAMP

SIGN

DOUBLE POLE SIGN

ACCESSIBLE PARKING SPACE

CROSSWALK

DIRECTIONAL ARROWS

(FOR INFORMATION ONLY)

DIRECTIONAL ARROWS

(TO BE PAINTED)

CONCRETE SIDEWALK

TRAIL

BUILDINGS

PARKING BUMPER

LOT NUMBER

BOLLARD

MAIL BOX

REVISION MARKER

TREE SAVE AREA

OPEN SPACE

LANDSCAPING

SURVEY

EXISTING IRON PIN

NEW IRON PIN (5/8" REBAR)

CALCULATED POINT

BENCHMARK

TREES

OAK

SWEET GUM

PECAN

PINE

CEDAR

MAPLE

POPLAR

MAGNOLIA

DOGWOOD

MISC. TREE

TREE LINE

500.00

TW-500.00

BW-500.00

500.00

TW-500.00

BW-500.00

A B

>-SS-> >-SS->

D D

SD >

N 61°47'59" E 1413.93'

XXX

ooooooooooooooooooooooooo

R/W

EXISTING PROPOSED

OTHER LINE TYPES

ROAD CENTERLINE

PROPERTY LINE

PROPERTY BOUNDARY

WOOD FENCE

BARBED WIRE FENCE

CHAIN LINK FENCE

CITY LIMITS

PHASE LINES

STREAM

STREAM BUFFER

CURB AND GUTTER

EDGE OF PAVEMENT

SETBACK

AIR LINES

PETRO LINES

PERMANENT EASEMENT

TEMPORARY EASEMENT

RIGHT OF WAY

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

-N O

Aaron Humphrey, P.E.

01/16/2026

KM KP

N O

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241070

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Pr oj ec ts \2

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G E

N E

R A

L N

O T

E S

GENERAL CONSTRUCTION NOTES1

2 DEMOLITION NOTES

6 ADDITIONAL NOTES

4 PAVEMENT MARKING NOTES

ROADWAY NOTES

5 GRADING NOTES

OE OE OE OE OE OE OE OE OE OE OEOE

OE OE OE OE OE OE OE OE OE OE OE OE

OE OE

X X

p w w w .ro ch es te r-as so c.

co m

O ak S t N W

, G ai ne sv ill e, G A

R oc he st er a nd

A ss oc ia te s, L

G R

O R

A . W

EST ZO

O E

U E

O E

OE OE OE OE OE OE OE OE OE OE OE

OE OE

O E

O E O E

O E

XXX

XXXXXXXXXXXX

XXX XXX XXX

TC TC TC TC TC TC TC TC TC TC

TC TC TC TC TC TC

G G

W M

W W W W W W W W W W

W W W W W W W W W W W W W

W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OETC TC TC

DO NOT DISTURB

EXISTING CHAIN LINK

FENCE

DO NOT DISTURB

EXISTING LIGHT POLE

DEMOLITION OF EXISTING

CONCRETE SIDEWALK AND CURB

APPROXIMATE LOCATION

OF EXISTING ASPHALT CURB

PER AERIAL IMAGERY

884 884

885 885

886 886

900 90

3 90

904904904904

CITY OF MONROE TO

ABANDON EXISTING

GAS SERVICE

NO TREES ARE TO BE REMOVED WITHOUT

THE WRITTEN PERMISSION OF THE CITY

OF MONROE. CONTRACTOR TO OBTAIN

PRIOR TO REMOVAL OF ANY TREE.

DO NOT DISTURB EXISTING ASPHALT

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

EX. TREES

EXISTING PARKING LOT STRIPING TO BE OBLITERATED.

CONTRACTOR NOT TO USE ANY METHOD THAT WILL

CAUSE HARM TO EXISTING ASPHALT SURFACE.

CONTRACTOR TO REMOVE EXISTING

BUILDING FOUNDATION, FOUNDATION

WALL, CONCRETE SIDEWALK, AND

ADJACENT GRAVEL DRIVEWAY

DO NOT DISTURB

EXISTING CONCRETE PARKING LOT

CONTRACTOR TO DEMOLISH EXISTING

RETAINING WALL AND REPLACE.

NO TREES ARE TO BE REMOVED WITHOUT

THE WRITTEN PERMISSION OF THE CITY

OF MONROE. CONTRACTOR TO OBTAIN

PRIOR TO REMOVAL OF ANY TREE.

LOC

C.2.0

D E

M O

P L

A N

0 20' 40'

SCALE: 1" = 20'

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

N O

R T

H W

A Y

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S M on ro e, G eo rg ia

241070

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D ul ut h, G A

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Pr oj ec ts \2

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\N W ay ne

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\D ra w in gs \P ar ki ng L ot R es tri pi ng

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NOTES:

1. CONTRACTOR TO CONFIRM TREE

REMOVAL WITH CITY OF MONROE PRIOR

TO REMOVAL OF ANY TREES

LEGEND:

DEMOLISH CONCRETE

O E

U E

O E

OE OE OE OE OE OE OE OE OE OE OE

OE OE

O E

XXX

XXXXXXXXXXXX

XXX XXX XXX

TC TC TC TC TC TC TC TC TC TC

TC TC TC TC TC TC

G G

W M

W W W W W W W W W W

W W W W W W W W W W W W W

W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OETC TC TC

TRAFFIC STRIPE, WHITE

141 SF (PAINT)

TRAFFIC STRIPE, WHITE

426 SF (PAINT) TRAFFIC STRIPE, WHITE

144 SF (PAINT)

TRAFFIC STRIPE, WHITE

74 SF (PAINT)

TRAFFIC STRIPE, WHITE

232 SF (PAINT)

TRAFFIC STRIPE, WHITE

146 SF (PAINT)

TRAFFIC STRIPE, WHITE

284 SF (PAINT)

TRAFFIC STRIPE, WHITE

108 SF (PAINT)

ASPHALT TO MATCH

EXISTING GRADE

ADA PARKING SIGN

VAN ACCESSIBLE

(SEE DETAIL), TYP.

ADA PARKING SIGN

(SEE DETAIL)

25'-0"

24'-0"

22'-9"

25'-0"

24'-0"

25'-4"

9'-0" 9'-0"

19'-0" 18'-0" 18'-0"

9'-0"

19'-0"

9'-0"

18'-0" 24'-0"

24'-0"

5' -0

EDGE OF PAVEMENT

R15'-0" R15'-0"

R3'-0"

TRAFFIC STRIPE, WHITE

20 SF (PAINT)

HANDICAP SYMBOL,

WHITE (PAINT), TYP.

TRAFFIC STRIPE, WHITE

90 SF (PAINT)

18'-0"

CONCRETE SIDEWALK

CURB CUT RAMP,

GDOT STD. A3/A4,

TP D, TYP.

R3'-0" R5'-0"

R1'-0" R3'-0"

5" SOLID WHITE STRIPPING

24'-0"21'-4"

R3'-0"R3'-0"

ADA PARKING SIGN

(SEE DETAIL)

R3'-0"

R3'-0" R3'-0"

TIE SIDEWALK

INTO EXISTING

MATCH EXISTING

N: 1380407.0557 E: 2434102.0142

MATCH EXISTING

N: 1380355.3440 E: 2434112.6521

N: 1380377.8022 E: 2434017.8172

N: 1380401.3041 E: 2434019.1051

CLASS B CONCRETE

AS NEEDED AROUND

RAMP (SEE DETAIL)

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

PARKING LOT TO BE SEALCOATED ONLY AT

THE DIRECTION OF THE CITY OF MONROE.

SEALCOAT TO MEET GDOT STANDARD

SPECIFICATIONS.

FULL DEPTH CONSTRUCTION

APPROX. 4166 SF (SEE DETAIL)

TRAFFIC STRIPE, WHITE

90 SF (PAINT)

N: 1380339.9810 E: 2434047.1778

N: 1380354.1061 E: 2434021.6246

NO PARKING SIGN

TRAFFIC STRIPE, WHITE

164 SF (PAINT)

CONCRETE WHEEL STOP, TYP.

(SEE DETAIL)

N: 1380347.1199 E: 2434091.6079

CURB CUT RAMP,

GDOT STD. A3/A4,

TP D, TYP.

CLASS B CONCRETE

AS NEEDED AROUND

RAMP (SEE DETAIL)

EV CHARGERS TO

BE PROVIDED BY CITY

CONTRACTOR TO COORDINATE

R2'-0"

24'-0"

9'-0"

PROPOSED RETAINING WALL.

SEE SHEET S.0.1 FOR WALL

DESIGN AND DETAILS.

LOC

C.3.0

E P

L A

0 20' 40'

SCALE: 1" = 20'

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

N O

R T

H W

A Y

N E

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S M on ro e, G eo rg ia

241070

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P re m ie re P ar kw ay , S ui te

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NOTES:

1. ALL DIMENSIONS WITHIN THE PARKING LOT ARE MEASURED FORM

EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

2. CONTRACTOR IS TO COORDINATE WITH THE CITY ELECTRICAL

DEPARTMENT ON THE INSTALLATION OF THE EV CHARGERS. EV

CHARGERS SHALL BE PROVIDED AND INSTALLED BY THE CITY.

PROPOSED FULL DEPTH CONSTRUCTION

O E

U E

O E

OE OE OE OE OE OE OE OE OE OE OE

OE OE

O E

O E O E

O E

XXX

XXXXXXXXXXXX

XXX XXX XXX

TC TC TC TC TC TC TC TC TC TC

TC TC TC TC TC TC

G G

W M

W W W W W W W W W W

W W W W W W W W W W W W W

W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OETC TC TC

CONTRACTOR TO ENSURE

DRIVEWAY HAS SMOOTH

TRANSITION TO STREET

883884 884

885 885 886 886

900 90

3 90

904904904904

904.11

904.31

903.04

903.63

903.48

903.43

903.64

903.24 903.04

903.62903.80

903.68

904.35

904.38

2.00' SHOULDER

AROUND PARKING LOT

MATCH EXISTING

N: 1380407.0557 E: 2434102.0142

ELEV: 904.31

MATCH EXISTING

N: 1380355.3440 E: 2434112.6521

ELEV: 903.60

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

904.31

904.26

904.31

FOOTING LIMITS. SEE

(SHEET S.0.1 FOR WALL

DESIGN AND DETAILS)

LOC

TW:887.00

FG:882.50

TOP OF FOOTING:880.00

EX:881.30

EX:881.32

EX:881.27

FG:882.00

TOP OF FOOTING:880.00

CONTRACTOR TO ENSURE

POSITIVE DRAINAGE

FG:881.50

886.00

885.00

884.00

883.00

887 886 885 884 883 882

TW:887.00

C.4.0

G R

A D

P L

A N

0 20' 40'

SCALE: 1" = 20'

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

N O

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A Y

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S M on ro e, G eo rg ia

241070

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D ul ut h, G A

) 4

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Pr oj ec ts \2

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\N W ay ne

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\D ra w in gs \P ar ki ng L ot R es tri pi ng

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D.1.0

C O

R U

C T

D E

T A

2 5

1 4

6ACCESSIBLE PARKING SIGN PAINTED INTERNATIONAL SYMBOL OF ACCESS

CLASS "B" CONCRETE WIDENING

CONCRETE SIDEWALKFULL DEPTH PAVEMENT SECTION

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

-N O

Aaron Humphrey, P.E.

01/16/2026

KM KP

N O

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241070

P re m ie re P ar kw ay , S ui te

D ul ut h, G A

) 4

-4 ke ck w oo d.

co m

G :\S ha re d D riv es

Pr oj ec ts \2

- M on ro e G en er al C on su lti ng

\N W ay ne

S tre et P ar ki ng L ot E xt en si on

\D ra w in gs \P ar ki ng L ot R es tri pi ng

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1.5" - 12.5 MM SUPERPAVE

2" - 19 MM SUPERPAVE

6" - GRADED AGGREGATE BASE

2" STEEL PIPE,

ROUND OR

SQUARE, SET

IN CONCRETE

3' -6

"MAX. FINE $250.00"

(VERIFY AMOUNT WITH

GOVERNING AUTHORITY)

"BONDERIZED STEEL SIGN.

(VERIFY SIZE AND

LETTERING WITH

GOVERNING AUTHORITY.)

INTERNATIONAL SYMBOL OF

ACCESSIBILITY. BORDER AND

PICTURE IN WHITE ON BLUE

BACKGROUND.BOTTOM OF

SIGN TO BE 5'

IN HEIGHT

2'-0"

10"

BONDERIZED STEEL SIGN. (VERIFY

SIZE AND LETTERING WITH GOVERNING

AUTHORITY.) SEE SHEET C.3.0 FOR VAN

ACCESSIBLE LOCATIONS.

18" R.

NOTE: ALL STRIPES TO BE 4" PAINTED WHITE

7 CONCRETE WHEEL STOP

GENERAL NOTES:

1. SIDEWALK FINISH IS TO BE A BROOM

FINISH AND TO THE SATISFACTION OF

THE CITY OF MONROE. CITY & ENGINEER

TO REVIEW FIRST POUR, PRIOR TO

MOVING FORWARD WITH REMAINING

CONCRETE PLACEMENT.

2. A GROOVE JOINT 1" DEEP WITH 1/8"

RADII SHALL BE REQUIRED IN THE

CONCRETE SIDEWALK AT MAXIMUM 8'

INTERVALS. ONE 1/2" EXPANSION JOINT

WILL BE REQUIRED AT MAXIMUM 48'

INTERVALS. A 1/2" EXPANSION JOINT

WILL BE REQUIRED WHERE THE

SIDEWALK JOINS ANY RIGID STRUCTURE.

SEE PLANS FOR JOINT LOCATIONS.

3. JOINT SEALANT SHALL COMPLY WITH

GDOT STANDARD SPECIFICATIONS.

4. SIDEWALKS SHALL HAVE A MAXIMUM

CROSS SLOPE OF 2.00% AND A MAXIMUM

LONGITUDINAL SLOPE OF 8.3%.

5. ALL CONCRETE TO BE A MINIMUM

3,500 PSI.

TRAFFIC ARROW

TRAFFIC ARROW DETAIL

NOT TO SCALE

WHITE PAINT

1'-5"

10"

1'-5"

3'-8"

9'-4"

5'-0"

8 NO PARKING SIGN

NOTE:

HEIGHT OF BOTTOM OF SIGN

TO MEET MUTCD STANDARD

10"

2'-0"

2" STEEL PIPE,

ROUND OR SQUARE,

SET IN CONCRETE

3'-6"

NO PARKING SIGN (R8-3a)

TO BE INSTALLED IN

LANDSCAPE AREA

HEIGHT OF THE

BOTTOM OF THE SIGN

TO MEET MUTCD

STANDARDS

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

-N O

Aaron Humphrey, P.E.

01/16/2026

KM KP

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C O

R U

C T

D E

T A

O E

U E

O E

OE OE OE OE OE OE OE OE OE OE OE

O E

XXX

XXXXXXXXXXXX

XXX XXX XXX

TC TC TC TC TC TC TC TC TC TC

G G

W M

M W

W W W W W W W W W W

W W W W W W W W W W W W W

W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OETC TC TC

883884 884

885 885 886 886

900 90

3 90

904904904904

Ds1

Ds2

Ds4

Sd2-P

SILT FENCE, 30" HEIGHT

(NON-SENSITIVE)

SILT FENCE, 30" HEIGHT

(NON-SENSITIVE)

Sd2-P

CONCRETE WASHOUT AREA

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

Ds1

Ds2

Ds4

SB SB

CdB2

LeC3

SILT FENCE, 30" HEIGHT

(NON-SENSITIVE)

X X

NO TREES ARE TO BE REMOVED WITHOUT

THE WRITTEN PERMISSION OF THE CITY OF

MONROE. CONTRACTOR TO OBTAIN PRIOR

TO REMOVAL OF ANY TREE.

LOC

887 886 885 884 883 882

Ds1

Ds2

Ds4

E.1.0

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L A

0 20' 40'

SCALE: 1" = 20'

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

N O

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NOTES:

1. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL SOFT SURFACES HAVE BEEN SODDED OR MULCHED.

2. THE CONTRACTOR SHALL MAINTAIN ALL SOD AND MULCH AREAS UNTIL THE SITE IS FULLY STABILIZED.

3. THE CONTRACTOR SHALL PREVENT ANY CONSTRUCTION, LANDSCAPING, AND MULCHING DEBRIS FROM

ENTERING THE PROPOSED STORM DRAINAGE SYSTEMS.

O N

H U

, P .E

EROSION CONTROL KEY

TREE TO PROTECT

SILT FENCE

STRAW MULCH

TEMPORARY GRASSING

SOD

DUST CONTROL

LIMITS OF CONSTRUCTIONLOC

SYMBOL SLOPE

%SOIL TYPE

LeC3 6 TO 10LLOYD CLAY LOAM

CdB2 2 TO 6CECIL COARSE SANDY LOAM

TOTAL DISTURBED AREA: 0.21 ACRES

E.1.1

E R

O N

D E

T A

2 5

1 4

TREE PROTECTION

Ds4

INLET PROTECTION - Sd2-P DUST CONTROL - Du

SILT FENCE - NON-SENSITIVE - Sd1-NS

Ds1 Ds2

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

-N O

Aaron Humphrey, P.E.

01/16/2026

KM KP

N O

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\N W ay ne

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\D ra w in gs \P ar ki ng L ot R es tri pi ng

.d w g

Ds1

2. Wood waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of development should remain on site, be chipped, and applied as mulch. This method of mulching can greatly reduce erosion control costs.

3. Cutback asphalt (slow curing) shall be applied at 1200 gallons per acre (or 1/4 gallon per sq.yd.).

4. Polyethylene film shall be secured over banks or stockpiled soil material for temporary protection. This material can be salvaged and reused.

Applying Mulch When mulch is used without seeding, mulch shall be applied to provide full coverage of the exposed area.

1. Dry straw or hay mulch and wood chips shall be applied uniformly by hand or by mechanicalequipment.

2. If the area will eventually be covered with perennial vegetation, 20-30 pounds of nitrogen per acre in addition to the normal amount shall be applied to offset the uptake of nitrogen caused by the decomposition of the organic mulches.

3. Cutback asphalt shall be applied uniformly. Care should be taken in areas of pedestrian traffic due to problems of 'tracking in' or damage to shoes, clothing, etc.

4. Apply polyethylene film on exposed areas.

Anchoring Mulch

1. Straw or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth or serrated and should be 20 inches or more in diameter and 8 to 12 inches apart.

The edges of the disk should be dull enough not to cut the mulch but to press it into the soil leaving much of it in an erect position. Straw or hay mulch shall be anchored immediately after application. Straw or hay mulch spread with special blower-type equipment may be anchored with emulsified asphalt (Grade AE-5 or SS-1). The asphalt emulsion shall be sprayed onto the mulch as it is ejected from the machine. Use 100 gallons of emulsified asphalt and 100 gallons of water per ton of mulch. Tackifers and binders can be substituted for emulsified asphalt. Please refer to specification Tb -Tackifers and Binders. Plastic mesh or netting with mesh no larger than one inch by one inch shall be installed according to manufacturer's specifications.

2. Netting of the appropriate size shall be used to anchor wood waste. Openings of the netting shall not be larger than the average size of the wood waste chips.

3. Polyethylene film shall be anchor trenched at the top as well as incrementally as necessary.

DEFINITION

Applying plant residues or other suitable materials, produced on the site if possible, to the soil surface.

CONDITIONS

Mulch or temporary grassing shall be applied to all exposed areas within 14 days of disturbance. Mulch can be used as a singular erosion control device for up to six months, but it shall be applied at the appropriate depth, depending on the material used, anchored, and have a continuous 90% cover or greater of the soil surface.

Maintenance shall be required to maintain appropriate depth and 90% cover. Temporary vegetation may be employed instead of mulch if the area will remain undisturbed for less than six months. If an area will remain undisturbed for greater than six months, permanent vegetative techniques shall be employed.

SPECIFICATIONS

MULCHING WITHOUT SEEDING

This standard applies to grades or cleared areas where seedings may not have a suitable growing season to produce an erosion retardant cover, but can be stabilized with a mulch cover.

Site Preparation

1. Grade to permit the use of equipment for applying and anchoring mulch.

2. Install needed erosion control measures as required such as dikes, diversions, berms, terraces and sediment barriers.

3. Loosen compact soil to a minimum depth of 3 inches.

Mulching Materials Select one of the following materials and apply at the depth indicated:

1. Dry straw or hay shall be applied at a depth of 2 to 4 inches providing complete soil coverage. One advantage of this material is easy application.

SPECIFICATIONS

Grading and Shaping

Excessive water run-off shall be reduced by properly designed and installed erosion control practices such as closed drains, ditches, dikes, diversions, sediment barriers and others.

No shaping or grading is required if slopes can be stabilized by hand-seeded vegetation or if hydraulic seeding equipment is to be used.

Seedbed Preparation

When a hydraulic seeder is used, seedbed preparation is not required. When using conventional or handseeding, seedbed preparation is not required if the soil material is loose and not sealed by rainfall.

When soil has been sealed by rainfall or consists of smooth cut slopes, the soil shall be pitted, trenched or otherwise scarified to provide a place for seed to lodge and germinate.

Lime and Fertilizer

Agricultural lime is required unless soil tests indicate otherwise. Apply agricultural lime at a rate determined by soil test for pH. Quick acting lime should be incorporated to modify pH during the germination period. Bio stimulants should also be considered when there is less than 3% organic matter in the soil. Graded areas require lime application.

Soils must be tested to determine required amounts of fertilizer and amendments.

Fertilizer should be applied before land preparation and incorporated with a disk, ripper, or chisel. On slopes too steep for, or inaccessible to equipment, fertilizer shall be hydraulically applied, preferably in the first pass with seed and some hydraulic mulch, then topped with the remaining required application rate.

Seeding

Select a grass or grass-legume mixture suitable to the area and season of the year. Seed shall be applied uniformly by hand, cyclone seeder, drill, cultipacker seeder, or hydraulic seeder (slurry including seed and fertilizer). Drill or cultipacker seeders should normally place seed one-quarter to one-half inch deep. Appropriate depth of planting is ten times the seed diameter. Soil should be "raked" lightly to cover seed with soil if seeded by hand.

Mulching

Temporary vegetation can, in most cases, be established without the use of mulch. Mulch without seeding should be considered for short term protection. Refer to Ds1 - Disturbed Area Stabilization (With Mulching Only).

Irrigation

During times of drought, water shall be applied at a rate not causing runoff and erosion.

The soil shall be thoroughly wetted to a depth that will insure germination of the seed.

Subsequent applications should be made when needed.

DEFINITION

The establishment of temporary vegetative cover with fast growing seedings for seasonal protection on disturbed or denuded areas.

CONDITIONS

Temporary grassing, instead of mulch, can be applied to rough graded areas that will be exposed for less than six months. Temporary vegetative measures should be coordinated with permanent measures to assure economical and effective stabilization. Most types of temporary vegetation are ideal to use as companion crops until the permanent vegetation is established.

eeded.

Ds2

SEEDING RATES FOR

TEMPORARY SEEDING

SPECIES

4/1-7/15

3/1-8/1

RATE Per

Wheat 4.1 pounds 3 bu. 10/15-2/1

3.9 pounds

1.4 pounds

Rye

Sudangrass

Ryegrass 0.9 pound

0.1 pound

0.9 pound

9/1-3/1

2/15-6/15

8/15-4/1

1/15-3/15

3 bu.

40 lbs.

60 lbs.

4 lbs.

40 lbs.

Weeping Lovegrass

Annual Lespedeza

Browntop Millet

RATE Per 1,000 sq.ft. Acre *

PLANTING

DATES **

* Unusual site conditions may require heavier seeding rates ** Seeding dates may need to be altered to fit temperture variations and conditions.

MATERIALS

- Sod selected should be certified. Sod grown in the general area of the project is desirable.

- Sod should be machine cut and contain 3/4" ±1/4" of soil, not including shoots or thatch.

- Sod should be cut to desired size within ±5%. Torn or uneven pads should be rejected.

- Sod should be cut and installed within 36 hours of digging.

- Avoid planting when subject to frost heave or hot weather if irrigation is not available.

- The sod type should be shown on the plans or installed according to Table 6-6.2. See Figure 6-4.1 for your Resource Area.

Ds4

Table 6-6.2. Sod Planting Requirements

MAINTENANCE

- Re-sod areas where an adequate stand of sod is not obtained.

- New sod should be mowed sparingly. Grass height should not be cut less than 2"-3" or as specified.

- Apply one ton of agricultural lime as indicated by soil test or every 4-6 years.

- Fertilize grasses in accordance with soil tests or Table 6-6.3.

Table 6-6.3. Fertilizer Requirements for Sod

Fertilizer Type (lbs./acre)

Fertilizer Rate (lbs./acre) Fertilizer Rate Season

10-10-10 1000 .025 Fall

Grass Varieties Resource Area Growing Season

Bermudagrass Common Tifway

Tifgreen Tiflawn

M-L,P,C P,C P,C P,C

Warm Weather

Bahiagrass Pensacola P,C Warm Weather

Centipede - P,C Warm Weather

St. Augustine Common Bitterblue Raleigh

C Warm Weather

Zoysia Emerald Myer

P,C Warm Weather

Tall Fescue Kentucky M-L,P Cool Weather

Types of Species Planting Year Fertilizer (N-P-K)

Rate (lbs./acre)

First Second

Maintenance

Cool Season Grasses

6-12-12 6-12-12

10-10-10

Nitrogen Top Dressing Rate

(lbs./acre)

50-100

First Second

Maintenance

Warm Season Grasses

6-12-12 6-12-12

10-10-10

50-100 50-100

DEFINITION

A permanent vegetation using sods on highly erodible or critically eroded lands.

CONDITIONS

This application is appropriate for areas which require immediate vegetative covers, drop inlets, grass swales, and waterways with intermittent flow.

CONSTRUCTION SPECIFICATIONS INSTALLATION

Soil Preparation

- Bring soil surface to final grade. Clear surface of trash, woody debris, stones and clods larger than 1". Apply sod to soil surfaces only and not frozen surfaces, or gravel type soils.

- Topsoil properly applied will help guarantee stand. Don't use topsoil recently treated with herbicides or soil sterilants.

- Mix fertilizer into soil surface. Fertilize based on soil tests or Table 6-6.1. For fall planting of warm season species, half the fertilizer should be applied at planting and the other half in the spring.

Table 6-6.1. Fertilizer Requirements for Soil Surface Application

- Agricultural lime should be applied based on soil tests or at a rate of 1 to 2 tons per acre.

Installation

- Lay sod with tight joints in straight lines, Don't overlap joints. Stagger joints and do not stretch sod.

- On slopes steeper than 3:1, sod should be anchored with wooden or biodegradable pins or other approved methods.

- Installed sod should be rolled or tamped to provide good contact between sod and soil.

- Irrigate sod and soil to a depth of 4" immediately after installation.

- Sod should not be cut or spread in extremely wet or dry weather.

- Irrigation should be used to supplement rainfall for a minimum of 2-3 weeks.

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

SECTION B-B

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

8 CONCRETE WASHOUT AREA

O E

U E

O E

OE OE OE OE

O E

O E O E

O E

XXX

XXXXXXXXXXXX

XXX XXX XXX

TC TC TC TC TC

TC TC TC TC TC TC

G G

W M

W W W W W W W W

W W W W W W W W W W W W W

W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OETC TC TC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

(12) DIS SPS

(20) RHU GRO

(34) DIS SPS

(2) AME GRA

SOD - NOTE CONTRACTOR TO PROVIDE

SOD TO LIMITS OF DISTURBANCE OR TO

2 OF DRIP LINE OF EXISTING TREES

QUANTITY SHOWN IS AN ESTIMATE,

CONTRACTOR SHALL FIELD VERIFY PRIOR

TO ORDERING.

MULCH RING (TYP) -

SHREDDED HARDWOOD MULCH

(NATURAL COLOR)

PROVIDE SHREDDED

HARDWOOD MULCH FOR

SHRUB BEDS AND TO LIMITS OF

DISTURBANCE UNDERNEATH

DRIPLINE OF EXISTING TREES

UNLESS OTHERWISE SHOWN

0 20' 40'

SCALE: 1" = 20'

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

1N O

Aaron Humphrey, P.E.

04/28/2026

KM KP

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LANDSCAPE NOTES:

1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY

DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST

SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE

ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTITY

ADJUSTMENTS MUST BE AUTHORIZED BY LANDSCAPE ARCHITECT

PRIOR TO PLANTING.

2. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED

STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF

NURSERYMEN AND THE PROJECT SPECIFICATIONS.

3. ALL PLANT MATERIAL SHALL BE SOAKED WITH WATER AND

MULCHED IMMEDIATELY FOLLOWING PLANTING.

4. THE TOP OF ALL ROOT BALLS SHALL BE 2" ABOVE FINISHED GRADE

IN WELL DRAINED SOILS. IN POORLY DRAINED SOILS, ROOT BALLS

SHALL BE 14 HEIGHT OF ROOT BALL ABOVE FINISHED GRADE.

5. ALL ROOT BALLS REMOVED FROM CANS SHALL BE SCARIFIED

PRIOR TO BACKFILLING.

6. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY

CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF ALL

PLANT MATERIAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL

MAINTENANCE/FERTILIZATION/WATERING DURING THE WARRANTY

PERIOD.

7. MULCH A MIN. 4 FOOT AREA AROUND EACH TREE. MULCH A

CONTINUOUS AREA AROUND ALL SHRUB BEDS, AS INDICATED ON THE

PLAN, WITHIN 2 DAYS AFTER PLANTS ARE INSTALLED. MULCH SHALL

BE 3-4" OF LONG-LEAF PINESTRAW MULCH UNLESS OTHERWISE

NOTED.

8. LANDSCAPE CONTRACTOR SHALL REMOVE TOP 1/3 OF ALL WIRE

BASKETS, TOP 1/3 OF BURLAP AND ASSOCIATED TWINE AND

STRAPPING FROM TREE ROOT BALLS PRIOR TO FINAL ACCEPTANCE OF

PLANTS.

9. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND

USED FOR BACKFILLING ALL PITS AND BED ESTABLISHMENT FOR

PLANTS. PROVIDE TOPSOIL WHICH IS FERTILE, FRIABLE, NATURAL

LOAM, SURFACE SOIL, REASONABLY FREE OF SUB- SOIL, CLAY LUMPS,

BRUSH, WEEDS AND OTHER LITTER AND FREE OF ROOTS, STUMPS,

STONES LARGER THAN 1" IN ANY DIMENSION, AND OTHER

EXTRANEOUS OF TOXIC MATTER HARMFUL TO PLANT GROWTH.

TOPSOIL SHALL HAVE 2-5% ORGANIC MATTER(MINIMUM), A 60%

MAXIMUM CLAY CONTENT, AND Ph VALVE OF 6-6.5%.

10. SOIL AMENDMENT SHALL BE PROVIDED BY LANDSCAPE

CONTRACTOR AND USED FOR BACKFILLING AND BED ESTABLISHMENT.

SOIL AMENDMENT SHALL CONSIST OF THE BELOW PERCENTAGES AND

HAVE A PH RANGE BETWEEN 5.5 AND 7%. SOIL AMENDMENT SHALL

NOT BE USED IN FROZEN OR MUDDY CONDITIONS. CONTRACTOR TO

SUBMIT VENDOR INFORMATION FOR ALL SOIL AMENDMENTS. ALL

BEDS SHOULD BE TILLED PRIOR TO ADDING PLANTING SOIL.

PLANTING SOIL SHALL CONSIST OF 2/3 TOPSOIL AND 1/3 SOIL

AMENDMENT. SEE PLANTING BED ESTABLISHMENT DETAIL FOR MORE

INFORMATION.

11. CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UNDERGROUND

UTILITIES LOCATED AND CLEARLY PAINTED WITHIN 10 DAYS OF ANY

GROUND DISTURBING ACTIVITY. OWNER WILL NOT PAY FOR UTILITY

REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY

LOCATIONS.

12. CONTRACTOR TO ENSURE POSITIVE DRAINAGE IN ALL PLANTING

AREAS AND NO PONDING SHALL OCCUR. POORLY DRAINED SOILS

SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE

ARCHITECT. ALL POORLY DRAINED SOILS SHALL BE CORRECTED

BEFORE PLANTING OCCURS BY IMPORTING SUITABLE SOILS OR

ADDING A DRAINAGE SYSTEM.

13. ALL PLANTING BEDS SHALL HAVE 5OZ. MINIMUM WEED CONTROL

FABRIC.

14. ALL EXISTING TURF/LAWN/WEEDS SHALL BE ERADICATED FROM

PLANTING AREAS BEFORE TILLAGE.

15. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF

LANDSCAPE THROUGH DURATION OF PROJECT AND WITHIN THE 1

YEAR WARRANTY PERIOD, INCLUDING BUT NOT LIMITED TO:

WATERING, MULCHING, PRUNING, ETC. SEE SPECS FOR ADDITIONAL

DETAILS.

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER DETAIL REMARKS

TREES

AME GRA 2

AMELANCHIER X GRANDIFLORA 'AUTUMN

BRILLIANCE'

AUTUMN BRILLIANCE APPLE SERVICEBERRY

2" CAL. B&B STANDARD FORM

SHRUBS

DIS SPS 46 DISTYLIUM X 'PIIDIST-VI'

SWING LOW® DISTYLIUM 3 GAL. POT 18" MIN. HT.

FULL AND MATCHING

RHU GRO 20 RHUS AROMATICA 'GRO-LOW'

GRO-LOW FRAGRANT SUMAC 3 GAL. POT 10" MIN. HT.

FULL, MATCHING POTS

SOD/SEED

CYN ANM 2,354 SF CYNODON DACTYLON HYRBRID

HYBRID BERMUDAGRASS --- INSTALL W/ TIGHT JOINTS

THIS BAR IS

1 INCH LONG

PLOTTED FULL SCALE

Drawing No.:

Project No.:

Date:

Drawn By: Checked By:

Project Manager:

Scale: As Shown

-N O

Aaron Humphrey, P.E.

01/16/2026

KM KP

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3 GROUNDCOVER PLANTING DETAILS1 MULCH DETAILS

5 SHRUBS PLANTING DETAILS

N.T.S.N.T.S.

NOTES:

1. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION.

2. SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE

CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE

TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL).

3. SETTLE SOIL AROUND RELAT ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING.

4. OMIT WEED CONTROL FABRIC IN AREAS OF RHIZOME SPREADING GROUNDCOVER.

SECTION VIEW

1 - 3" THICK LAYER OF MULCH (SEE PLANS FOR MULCHING

LIMITS.)

FINISHED GRADE

MODIFIED SOIL. DEPTH VARIES. (SEE

SPECIFICATIONS FOR SOIL MODIFICATION.)

EXISTING SOIL.

PLANTING OR

MULCHED AREA

MULCH AS SPECIFIED

LAWN AREA OF

CURB

NOTE: TRENCH EDGE SHALL CREATE CLEAN

SEPEARATION BETWEEN AREAS AND SHALL

FOLLOW SMOOTH BEDLINES PRE LANDSCAPE

PLAN

TRENCHED EDGE

2 PLANT SPACING N.T.S.

TREE PLANTING DETAILS

NOTES:

1- TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN

OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND

SPECIFICATIONS.

2- SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED

TO THIS DETAIL.

TREE ON SLOPE (20:1) TO (2:1)

WIDTH OF BALL

TWO TIMES

STANDARD TREE DETAIL

N.T.S.

CONCRETE CURB (TYP.)

ASPHALT AND BASE (TYP.)

3" - 4" - AS SPECIFIED ON PLANS

SEE PLANS FOR BED WIDTH

4" 6"

10" MIN

PLANTING SOIL MIX AT 6" DEPTH (SEE SPECS.)

NATIVE SOIL/BACKFILL TILLED/SCARIFIED AT

10" DEPTH MIN.

COMPACTED SUBGRADE (TYP.)

NO PONDING SHALL OCCUR

WEED CONTROL FABRIC (SEE SPECS.)

PLANTING BEDS

NOTES:

1. REFER TO SPECIFICATIONS FOR MORE DETAIL.

2. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS, ROCKS, OR ANY

FOREIGN OBJECTS FROM THE NATIVE SOIL.

3. ALL PLANING BEDS SHALL HAVE POSITIVE DRAINAGE AND NO PONDING SHALL

OCCUR.

4. ALL PLANTING BEDS SHALL HAVE WEED CONTROL FABRIC (5 OZ. MIN.)

5. ALL GRASSES/WEEDS SHALL BE ERADICATED BEFORE PLANTING.

6. IRRIGATION LINE SHALL BE COVERED WITH MULCH AND NOT VISIBLE.

7. PLANTING SOIL SHALL BE COMPOSED OF 2/3 TOPSOIL AND 1/3 SOIL AMENDMENT.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

TRENCH BEDLINE/CURB/HARDSCAPE (TYP.)

MULCH

LANDSCAPE FABRIC

TURNDOWN

NOTES:

1. SHRUBS SHALL BE OF QUALITY AS PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATION.

2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.

SECTION VIEW

SHRUB ON SLOPE (20:1) TO (2:1)

SEE SITE PLAN

SPACING VARIES

TYPICAL SHRUB DETAIL

TYP. STAGGERED ROWS

EDGE OF PLANTING

BED

EQUAL SPACING

BETWEEN ALL PLANTS

3" - 4" - MULCH, AS SHOWN

ON PLAN

SOIL MIX AS SPECIFIED

FINISHED GRAD3" MIN.

SPADE PINE STRAW TO PREVENT STRAW

SPILLAGE ONTO HARD SURFACE

PROPOSED HARDSCAPE

SURFACE (TYP.)

SOIL MIX AS SPECIFIED

NOTES:

1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS

PRESENT.

2. INSTALL TOP OF PLAN BALL 2-3" ABOVE ADJACENT GRADE.

3. TAMP PLANTING MIX FIRMLY AS PIT FILLED AROUND EACH PLANT BALL.

4. SOAK EACH PLANT BALL AND PLANT BED IMMEDIATELY AFTER

INSTALLATION.

5. SHRUBS SHALL HAVE SAME RELATIONSHIP TO FINISH GRADE AS TO

PREVIOUS EXISTING GRADE.

6. PLANT AZALEAS, RHODODENDRONS AND CAMELLIAS HIGH. 1/2 TO 1/3 OF

BALL ABOVE HE GROUND. BRING SOIL UP TO AND COVER THE EXPOSED

BALL.

7. ENSURE ALL PLANTING AREAS HAVE POSITIVE DRAINAGE.

8. NOTIFY LANDSCAPE ARCHITECT OF ANY POORLY DRAINED SOIL FOUND

ON SITE.

REMOVE ANY BROKEN OR DEAD AND DISEASED

LIMBS

TAMP SOIL MIX UNDER EACH PLANT BALL TO

MINIMIZE SETTLEMENT

DEEP TILL PLANTING MIX TO 8" DEPTH

SCARIFY ROOT BALL AS NECESSARY IN

CONTAINERIZED PLANTS THAT ARE ROOT

BOUND

TYP. COLLAR MIN. 2" HT.

MIN. 3" LAYER

"V" TRENCH AROUND

ENTIRE PLANTING BED

EDGE OF PLANTING BED

ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT

WHERE THE TRUNK MEETS SUBSTRATE/SOIL

4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP

OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH).

MODIFIED SOIL. DEPTH VARIES. (SEE

SPECIFICATIONS FOR SOIL MODIFICATION).

SHRUB (TYP.)

ROOT BALL.

4" HIGH X 8" WIDE ROUND - TOPPED SOIL BERM ABOVE ROOT BALL

SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT

BALL FOR 240°. BERM SHALL BEGIN AT ROOT BALL PERIPHERY.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6"

LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING

HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL

TO SETTLE THE SOIL.

EXISTING SOIL.

BOTTOM OF ROOT BALL RESTS ON EXISTING OR

RECOMPACTED SOIL.

PLANTING ISLANDS

NOTES:

1. ALL TREES TO BE GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH

RECOMMENDATION AND REQUIREMENTS OF ANSI 260.1 STANDARD FOR NURSERY

STOCK.

2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP STRAPPING WIRE OR NYLON TWINE

FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP 12" OF WIRE BASKET, IF ANY.

3. INSTALL ROOT FLARE 2" ABOVE EXISTING GRADE IN WELL DRAINED SOILS. 1/4 HEIGHT OF

ROOT BALL ABOVE EXISTING GRADE IN POOR DRAINED SOILS.

4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 4-6" OF SEASONED

MULCH OR PINE NEEDLES AROUND BASE OF TREE, 3' DIAMETER MINIMUM.

5. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE

OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TREE STRAPS AND

TRUNK WRAP AFTER ONE GROWING SEASON.

6. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT-OF-WAY MUST BE

APPROVED IN ADVANCED BY THE CITY ARBORIST AS TO SPECIES, SIZE, AND LOCATION

(CITY ONLY)

7. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY.

8. NO BACKFILL ALLOWED ON TOP OF ROOT BALL.

9. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING BURIED UTILITIES

PRIOR TO INSTALLATION.

* - OPTIONAL TREE STAKING/BRACING MUST BE REMOVED AFTER 1 GROWING BY

LANDSCAPE CONTRACTOR

NEVER CUT A LEADER

REMOVE ANY BROKEN, DEAD OR

DISEASED LIMBS

NYLON TREE GUYING ROPE

1:1 SLOPE MINIMUM

FINISH GRADE

REMOVE A MINIMUM OF TOP 12"

OF WIRE BASKETS ON ALL B&B

TREES

TREE BRACING STRAP

ROOT FLARE (TYP.)

(1/2 HEIGHT OF ROOT BALL ABOVE FINISH GRADE IN

POORLY DRAINED SOILS)

(2" ABOVE FINISHED GRADE IN WELL DRAINED SOILS WITH

IRRIGATION)

4" LAYER OF MULCH (NOT TOUCHING TRUNK)

(NO MORE THAN 1" OF ROOT BALL)

4" SAUCER BERM OUTSIDE OF BACKFILL

(3) 2" x 2" x 30" STAKES AS APPROVED

BY THE LANDSCAPE ARCHITECT

PLANTING SOIL MIX

REMOVE TOP 1/3 OF BURLAP FROM B&B TREES

TAMP SOIL MIX UNDER BALL TO MINIMIZE SETTLEMENT

CENTRAL LEADER. (SEE CROWN OBSERVATIONS DETAIL).

ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE

TRUNK BASE MEETS SUBSTRATE/SOIL.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS

TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS

BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE

SOIL.

4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL.

MULCH SHALL NOT TOUCH THE TRUNK OR ROOT FLARE (SEE SPECIFICATIONS

FOR MULCH).

ORIGINAL/BERM GRADE

TRUNK CALIPER SHALL MEET

ANSI Z60 CURRENT ADDITION

FOR ROOT BALL SIZE.

ROOT BALL MODIFIED AS

REQUIRED.

ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE SHALL BE

CENTERED ON THE DOWNHILL SIDE OF THE

ROOT BALL FOR 240°. BERM SHALL BEGIN AT

ROOT BALL PERIPHERY.

MODIFIED SOIL. DEPTH VARIES

(SEE SPECS FOR SOIL PREP)

BOTTOM OF ROOT BALL TO

REST ON EXISTING OR

RECOMPACTED SOIL

2" x 2" STAKES

SAUCER BERM

PREPARED PLANTING

MIX

MINIMUM LIMIT OF MULCH

2 X WIDTH

OF ROOT

BALL MIN.

6" MIN.

DESIGN:

BUILDING CODE: INTERNATIONAL BUILDING CODE 2024 (IBC) W/GEORGIA STATE

AMENDMENTS

WIND DESIGN DATA:

BASIC DESIGN WIND SPEED…

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File details come from the government source that posted it. Updated Aug 12, 2026.