OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OH

T

OHT

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF

SF

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

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L0.2

EXISTING CONDITIONS, DEMOLITION & EROSION CONTROL PLAN

SCALE: 1:20

N

SCALE 1"=20'

20'0'10'20'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

DEMOLITION NOTES

1. BACKFILL ALL REMOVED UTILITY TRENCHES, TREE REMOVAL, ETC. WITH SELECT FILL,

COMPACTED TO 95% STANDARD PROCTOR.

2. CONTRACTOR IS RESPONSIBLE FOR CLEAN OUT OF EXISTING STORM DRAINAGE LOCATED

WITHIN THE CONSTRUCTION LIMITS.

3. ALL CONCRETE AND ASPHALT REMOVED SHALL BE SAW CUT OR REMOVED TO NEXT

EXPANSION JOINT.

4. PROVIDE TREE PROTECTION FENCING TO ALL EXISTING TREES WITHIN 10' OF

CONSTRUCTION LIMITS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL STORM WATER DRAINAGE

OUTFALLS DURING CONSTRUCTION. G.C. SHALL COORDINATE CONSTRUCTION OF

PROPOSED MAIN DRAINAGE OUTFALL LINES PRIOR TO DEMOLITION OF EXISTING LINES.

6. CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS FROM DAMAGE DURING

CONSTRUCTION AND SHALL RESTORE ANY DAMAGED IMPROVEMENTS AT THE END OF

CONSTRUCTION AT CONTRACTOR'S EXPENSE.

7. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES,

DRAINAGE, ETC., TO THIS AREA OR ADJACENT AREAS DURING DEMOLITION AND

CONSTRUCTION.

8. ALL DEBRIS FROM DEMOLITION ACTIVITIES SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL AGENCIES HAVING JURISDICTION.

LEGEND

ECM = EXISTING CONCRETE MONUMENT

EIP = EXISTING IRON PIPE

EIS = EXISTING IRON STAKE

EPK = EXISTING PK NAIL

NPK = NEW PK NAIL

NIP = NEW IRON PIPE

RWM = RIGHT-OF-WAY MONUMENT

AL = AREA LIGHT

ALB = AREA LIGHT BASE (NO POLE OR LIGHT)

BLRD = BOLLARD

BFP = RPZ/BACK FLOW PREVENTER

CB = CATCH BASIN

CLF = CHAIN LINK FENCE

CO = CLEAN OUT

CP = CONCRETE PAD

CSW = CONCRETE SIDEWALK

DI = DROP INLET

EB = ELECTRIC BOX/ELEC CONDUIT

EM = ELECTRIC METER

EMH = ELECTRIC MANHOLE

FDC = FIRE DEPARTMENT CONNECTION

FH = FIRE HYDRANT

FOCB = FIBER OPTIC CABLE BOX

GM = GAS METER

GW = GUY WIRE

JB = JUNCTION BOX

MB = MAIL BOX

MH = MANHOLE

PIV = POST INDICATOR VALVE

POB = POINT OF BEGINNING

PP = POWER POLE

SSMH = SANITARY SEWER MANHOLE

RCP = REINFORCED CONCRETE PIPE

R/W = RIGHT-OF-WAY

SI = SIGN

WM = WATER METER

WS = WATER SPIGOT

WV = WATER VALVE

YL/FL = YARD LIGHT/FLOOD LIGHT

= NOT TO SCALE

= NO POINT SET

= OVERHEAD ELECTRIC

= SEWER LINE

= STORM DRAIN

= UNDERGROUND ELECTRIC LINE

= UNDERGROUND GAS LINE

= WATER LINE

NOTES:

1) THIS PROPERTY IS SUBJECT TO THE TAR/PAMLICO RIVER RIPARIAN

BUFFER RULES.

2) THE SURVEYOR MAKES NO GUARANTEE THAT THERE ARE NO OTHER

EASEMENTS THAT MAY BENEFIT OR BURDEN THE SUBJECT PROPERTY.

3) THE AREA DEPICTED IN THIS SURVEY IS LOCATED IN ZONE X AND AE AND

IS PARTIALLY LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS SHOWN

HEREON AS TAKEN FROM N.F.I.P. RATE MAP DATED JULY 7, 2014

COMMUNITY PANEL NUMBER 3720468800K. BASE FLOOD ELEVATION = 22.40

4) SUBSURFACE UTILITIES SHOWN WERE TAKEN FROM ABOVE GROUND

EVIDENCE AND RECORDS PROVIDED BY GREENVILLE UTILITIES COMMISSION.

5) SPOT ELEVATIONS & CONTOURS ESTABLISHED FROM N.C.G.S. MONUMENT

PLANT (NAVD88 ELEVATION = 37.1).

6) PROPERTY LINES SHOWN AS DASHED REPRESENT LINES NOT SURVEYED.

VICINITY MAP

SCALE: N.T.S.

EXISTING ASPHALT DEMOLITION

EXISTING CURB & GUTTER DEMOLITION

EXISTING CONCRETE DEMOLITION

EXISTING SOD DEMOLITION

EXISTING PLAYGROUND DEMOLITION

EXISTING TREE DEMOLITION

EXISTING SITE FEATURE DEMOLITION

LIMIT OF DISTURBANCE LINE

SILT FENCE

SILT OUTLET

TREE PROTECTION FENCING

SITE DEMOLITION LEGEND

REMOVE CURB & GUTTER

2' ASPHALT SAW-CUT

REMOVE SOD AND TOP SOIL

REMOVE AND DISPOSE OF EXISTING

PLAY STRUCTURES, SURFACING &

RAILROAD TIES

DEMOLISH EXISTING BASKETBALL HOOP

REMOVE EXISTING CURB

& GUTTER

2' ASPHALT SAW-CUT

2' ASPHALT SAW-CUT REMOVE EXISTING CURB & GUTTER

RELOCATE EXISTING

SIGN PER PLANS

RELOCATE EXISTING TWO PEAK

BIKE RACK

REMOVE ASPHALT WALKWAYS

REMOVE BENCH

SF

TPF

STRAW WATTLE, SEE A2/L2.1

REMOVE TREES,TYP.

L0.2

EXISTING CONDITIONS,

DEMOLITION & EROSION

CONTROL PLAN

SIGNAGE TO BE PROTECTED, TEMPORARILY

MOVED & REINSTALLED IN SAME LOCATION

STRAW WATTLE, A2/L2.1

SILT FENCE, SEE

A1/L2.1

LIMIT OF DISTURBANCE

REMOVE EXISTING WATER

FOUNTAIN AND DEMOLISH

CONCRETE PAD

SILT FENCE OUTLET,

SEE B1/L2.1

Sheet List Table Sheet

Number Sheet Title

CIVIL & LANDSCAPE ARCHITECTURE

L0.2 EXISTING CONDITIONS, DEMOLITION & EROSION

CONTROL PLAN

L1.0 SITE PLAN

L1.1 PLAYGROUND EQUIPMENT PLAN & MULTI-SPORT

COURT PLAN

L2.0 GRADING, DRAINAGE & EROSION CONTROL PLAN

L2.1 GRADING, DRAINAGE & EROSION CONTROL DETAILS

L4.0 PLANTING PLAN

L4.1 PLANTING DETAILS

L6.0 SITE DETAILS

L6.1 SITE DETAILS CONT.

STRUCTURAL

S1.1 SECTION & STRUCTURAL NOTESREMOVE TREE,TYP.

REMOVE TREE,TYP.

REMOVE TREE,TYP.

c c

STOP SIGN TO BE PROTECTED, TEMPORARILY

MOVED & REINSTALLED IN NEW LOCATION

REMOVE CURB & GUTTER

REMOVE SOD AND TOP SOIL

2' ASPHALT SAW-CUT

Digitally signed by Andrew C Harrell Date: 2026.04.13 20:25:23-04'00'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

ADA

ADA

STOP SIGN

X

X

X

X

X

X

X

X

X

X

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

RE

V

DA

TE

DE

SC

RI

PT

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N

BY

CH

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, P .A

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L1.0

SITE PLAN

L1.0

SITE PLAN

SCALE: 1:20

SITE DATA

(a) TOTAL AREA IN SITE 0.64 ACRES (27,878.4 SF)

(b) TOTAL AREA DISTURBED 0.70 ACRES (30,723 SF)

(c) CURRENT ZONING R6S

LAND USE CLASSIFICATION RESIDENTIAL SINGLE FAMILY

(d) SUBDIVISION NAME, BLOCK & LOT N/A

TAX MAP AND PARCEL NUMBER 36323

STREET ADDRESS 114 N WOODLAWN AV, GREENVILLE, NC

27834

(e) ACREAGE IN COMMON AREA N/A

(f) ACREAGE IN RECREATION AREA 0.64 ACRES (27878.4 SF)

(g) TOTAL NUMBER OF UNITS / BEDROOMS N/A

(h) GROSS FLOOR AREA N/A

(i) BUILDING LOT COVERAGE (EXISTING FOR ENTIRE SITE) N/A

BUILDING LOT COVERAGE (EXISTING FOR PROJECT

LIMITS) 0

(j) BUILDING HEIGHT (FEET & STORIES) N/A

(k) TOTAL NUMBER OF PARKING SPACES REQUIRED FOR

RECREATIONAL USE 0

TOTAL NUMBER OF PARKING SPACES (EXISTING

GRAVEL) 0

TOTAL NUMBER OF PARKING SPACES PROVIDED 0

(l) TOTAL NUMBER OF ACCESSIBLE PARKING SPACES

(EXISTING) 0

TOTAL NUMBER OF ACCESSIBLE PARKING SPACES

(PROVIDED) 2

(m) TOTAL SQUARE FEET OF IMPERVIOUS AREA (EXISTING

WITHIN LOD) 550 SF (1.9%)

TOTAL SQUARE FEET OF IMPERVIOUS AREA (PROPOSED

WITHIN LOD; BASE BID) 9,800 SF (35.1%)

TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA

(PROPOSED WITHIN LOD; ALTERNATE 1) 11,792 SF (42.3%)

NEW PERCENT IMPERVIOUS (BASE BID) 35.1%

NEW PERCENT IMPERVIOUS (ALTERNATE 1) 42.3%

GENERAL NOTES:

1. SITE SHALL MEET ALL RELATED ACCESSIBILITY REQUIREMENTS.

2. ALL PROPOSED WALKWAYS ARE ADA ACCESSIBLE.

3. THIS PROJECT DOES NOT DISTURB WETLANDS.

4. THIS PROJECT DOES NOT DISTURB MORE THAN 1-ACRE AND WILL NOT

REQUIRE A SOIL EROSION AND SEDIMENTATION CONTROL PERMIT.

5. THIS PROJECT IS A RECREATIONAL DEVELOPMENT THAT DISTURBS

LESS THAN 1-ACRE, THEREFORE A CITY OF GREENVILLE STORMWATER

PERMIT IS NOT REQUIRED PER CITY ORDINANCE 9-9-5 (B)(1).

6. CITY OR NCDOT DRIVEWAY PERMIT IS NOT REQUIRED FOR THIS

PROJECT. ANY ENCROACHMENT AGREEMENTS SHALL BE APPROVED

BEFORE INSTALLATION.

7. ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE

CITY OF GREENVILLE'S DRIVEWAY ORDINANCE.

8. CONTRACTOR MUST NOTIFY ONE - CALL CENTER, INC. (NC ONE-CALL)

(811) AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION OR

TRENCHING TO HAVE ALL UNDERGROUND UTILITIES LOCATED.

9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF

GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD).

10. CONTRACTOR SHALL NOTIFY CITY OF GREENVILLE ENGINEERING

DEPARTMENT AT 252-329-4888, 48 HOURS PRIOR TO MAKING

CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBIC

STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY.

11. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED

BETWEEN THE HOURS OF 9:00AM AND 4:00PM, MONDAY THROUGH

FRIDAY, UNLESS OTHERWISE PERMITTED BY THE TRAFFIC ENGINEER. IN

ADDITION, THERE WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING

THE DAY BEFORE OR AFTER SAID HOLIDAY. A TRAFFIC CONTROL PLAN

PREPARED IN ACCORDANCE WITH THE NCDOT MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES IS REQUIRED FOR ALL LANE CLOSURES AND

MUST BE APPROVED BY THE TRAFFIC ENGINEER.

12. ALL SITE LIGHTING SHALL COMPLY WITH THE LIGHTING STANDARDS FOR

THE CITY OF GREENVILLE.

13. CONTACT CITY OF GREENVILLE ENGINEERING DEPARTMENT AT

252-329-4888 FOR PRE-POUR INSPECTION PRIOR TO POURING

CONCRETE IN RIGHT OF WAY.

14. REFUSE COLLECTION METHOD: PUBLIC SERVICE. CARDBOARD IS NOT

ACCEPTED BY THE LANDFILL.

CARDBOARD (RECYCLE) CONTAINER SITES (PADS) OR OTHER OUTSIDE

STORAGE/STACKING (RECYCLE) AREAS SHALL BE LOCATED BY

CONTRACTOR.

RESIDENTIAL: PUBLIC SERVICE REQUIRED PER TITLE 6, CHAPTER 3 OF

THE CITY CODE.

NON-RESIDENTIAL: PRIVATE SERVICE ONLY. THE APPLICANT SHALL, AT

THE TIME OF APPLICATION, SPECIFY THE METHOD OF PRIVATE REFUSE

DISPOSAL. SERVICEABLE CONTAINER SITES (PADS) SHALL BE LOCATED

FOR IMMEDIATE OR FUTURE USE REGARDLESS OF THE DISPOSAL

OPTION.

THE LOCATION(S) AND DESIGN DETAILS FOR SUCH CONTAINER SITES

(PADS) SHALL BE APPROVED BY THE CITY ENGINEER IN ACCORDANCE

WITH THE MANUAL OF STANDARDS, DESIGNS AND DETAILS.

15. PROJECT IS EXEMPT FROM STORMWATER PERMIT REQUIREMENTS AS A

PARKS & RECREATION PROJECT WITH A TOTAL DISTURBANCE LESS

THAN 1 ACRE.

LIGHT-DUTY ASPHALT

LIGHT-DUTY CONCRETE

DECOMPOSED GRANITE

POURED-IN-PLACE RUBBER

ENGINEERED WOOD FIBER

ARTIFICIAL TURF GRASS

STORAGE TRENCH

ADA ACCESS ROUTE

MATERIALS LEGEND

SCALE 1"=10'

10'0'5'10'

N

LEGEND

ECM = EXISTING CONCRETE MONUMENT

EIP = EXISTING IRON PIPE

EIS = EXISTING IRON STAKE

EPK = EXISTING PK NAIL

NPK = NEW PK NAIL

NIP = NEW IRON PIPE

RWM = RIGHT-OF-WAY MONUMENT

AL = AREA LIGHT

ALB = AREA LIGHT BASE (NO POLE OR LIGHT)

BLRD = BOLLARD

BFP = RPZ/BACK FLOW PREVENTER

CB = CATCH BASIN

CLF = CHAIN LINK FENCE

CO = CLEAN OUT

CP = CONCRETE PAD

CSW = CONCRETE SIDEWALK

DI = DROP INLET

EB = ELECTRIC BOX/ELEC CONDUIT

EM = ELECTRIC METER

EMH = ELECTRIC MANHOLE

FDC = FIRE DEPARTMENT CONNECTION

FH = FIRE HYDRANT

FOCB = FIBER OPTIC CABLE BOX

GM = GAS METER

GW = GUY WIRE

JB = JUNCTION BOX

MB = MAIL BOX

MH = MANHOLE

PIV = POST INDICATOR VALVE

POB = POINT OF BEGINNING

PP = POWER POLE

SSMH = SANITARY SEWER MANHOLE

RCP = REINFORCED CONCRETE PIPE

R/W = RIGHT-OF-WAY

SI = SIGN

WM = WATER METER

WS = WATER SPIGOT

WV = WATER VALVE

YL/FL = YARD LIGHT/FLOOD LIGHT

= NOT TO SCALE

= NO POINT SET

= OVERHEAD ELECTRIC

= SEWER LINE

= STORM DRAIN

= UNDERGROUND ELECTRIC LINE

= UNDERGROUND GAS LINE

= WATER LINE

L1.0

TURF PUTTING GREEN ALTERNATE 1

SCALE: 1:10

SCALE 1"=20'

20'0'10'20'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

TWO (2) 8' BACKLESS RECYCLED

PLASTIC BENCHES, SEE A4/L6.1

ACADIA NOBLEWINS BENCH ON MOUNTED

ON LIGHT-DUTY CONCRETE (OWNER TO

PROVIDE, CONTRACTOR TO INSTALL)

10' HEIGHT ATHLETIC FENCE 234 LF WITH

TWO (2) 4' WIDE SINGLE GATES, SEE B2/L6.1

40'X8' STABILIZED DECOMPOSED GRANITE

CORNHOLE COURT WITH 6" CONCRETE

EDGING, SEE C3/L6.0 & B5/L6.0

ONE (1) 8' BACKED RECYCLED PLASTIC

BENCH, SEE A3/L6.1

ONE (1) CONCRETE CORNHOLE BOARD SET,

SEE B4/L6.1

59'

30'

81'

44'

100'

50' 10'

6.5' 5'

R10'

30'

40'

20'

20'

7.5' 30'

4'

40'

13.5'

10'

20.5'

5'

11.3'

26'

5'

36'

21.3' 24.5' 40'20'

R5'

ONE (1) 8' BACKED RECYCLED PLASTIC

BENCH, SEE A3/L6.1

6' BUFFERYARD A

5' WIDE LIGHT-DUTY CONCRETE

SIDEWALK, SEE B1/L6.0 & D5/L6.0

FOR PLAYGROUND EDGE

CONDITIONS

30" CURB & GUTTER, TYP.

SEE C1/L6.0

2' ASPHALT PATCH,

TYP. SEE A3/L6.0

30" CURB & GUTTER, TYP.

SEE C1/L6.0

2' ASPHALT PATCH, TYP.

SEE A3/L6.0

TWO (2) PARALLEL ADA

ACCESSIBLE SPACES WITH

SIGNAGE AND STRIPING,

SEE A4/L6.0 & B3/L6.0

LIGHT-DUTY CONCRETE, SEE B2/L6.0 &

D4/L6.0

MULTI-SPORT COURT WITH STRIPING, HOOP &

NET FOR HALF COURT BASKETBALL, PICKLEBALL,

VOLLEYBALL & BADMINTON ON ASPHALT COURT

SURFACING, SEE 2/L1.1 & C4/L6.0

OPEN PLAY LAWN

18" X 18" CURVED 16 LF

PRE-CAST CONCRETE

SEATWALL, SEE C4/L6.0

18" X 18" CURVED 38 LF

PRE-CAST CONCRETE

SEATWALL, SEE C5/L6.1

18" X 18" CURVED 30 LF

PRE-CAST CONCRETE

SEATWALL, SEE C5/L6.1

DECOMPOSED GRANITE WITH

STABILIZER, SEE C3/L6.0

DECOMPOSED GRANITE WITH

STABILIZER, SEE C3/L6.0

ONE (1) TWO PEAK BIKE

RACK, SEE B1/L6.1

ONE (1) 32 GALLON TRASH

RECEPTACLE, SEE C1/L6.1

ONE (1) 32 GALLON TRASH

RECEPTACLE, SEE C1/L6.1

ONE (1) IN-GROUND

MOUNTED GRILL, SEE B3/L6.1

12 LF BAR HEIGHT DRINK RAIL WITH

THREE (3) BACKED BAR CHAIRS, SEE

A1/L6.1 & A2/L6.1

RELOCATED IN-GROUND

MOUNTED GRILL

ONE (1) RECYCLED PLASTIC

PICNIC TABLE WITH ADA ACCESS,

SEE C2/L6.1

ONE (1) CONCRETE FOOSBALL

TABLE, SEE B5/L6.1

ONE (1) CONCRETE TABLE

TENNIS TABLE, SEE A5/L6.1

REPLACE EXISTING WATER FOUNTAIN WITH

ONE (1) BI-LEVEL PEDESTAL UPPER BOTTLE

FILLING STATION, SEE C3/L6.1

RELOCATED TWO PEAK BIKE

RACK

POURED IN

PLACE RUBBER

(BY PLAYGROUND

VENDOR)

ENGINEERED

WOOD FIBER (BY

PLAYGROUND

VENDOR)

ENGINEERED

WOOD FIBER (BY

PLAYGROUND

VENDOR)

EXISTING

PICNIC

SHELTER

2" PILE HEIGHT ARTIFICIAL TURF GRASS

PUTTING GREEN WITH AT LEAST THREE

(3) GOLF HOLES, SEE B4/L6.0

TYPE 1 MODIFIED ADA ACCESSIBLE

RAMP WITH TRUNCATED DOMES,

SEE D2/L6.0

2/L1.0

1/L1.1

6" CONCRETE

PLAYGROUND EDGING, SEE

A5/L6.0

6" CONCRETE EDGING, SEE

A5/L6.0 & B5/L6.0

48" VALLEY GUTTER, TYP.

SEE C2/L6.0

29.5'

3.6'

6'

7.3'

1" PILE HEIGHT ARTIFICIAL TURF GRASS

SURROUNDING FRINGE AREA, SEE B4/L6.0

30" CURB & GUTTER, TYP.

SEE C1/L6.0

2' ASPHALT PATCH, TYP.

SEE A3/L6.0

30" CURB & GUTTER, TYP.

SEE C1/L6.0

2' ASPHALT PATCH, TYP.

SEE A3/L6.0

RELOCATED COG

WOODLAWN PARK SINAGE

3' WIDE STORM WATER STORAGE

TRENCH, SEE B2/L2.1

3' WIDE STORM WATER STORAGE

TRENCH, SEE B2/L2.1

ALTERNATE 2: MULTI-SPORT COURT

SURFACING ON LIGHT-DUTY CONCRETE

SLAB, SEE B2/L6.0 & D4/L6.0 FOR BASE, 2/L1.1

FOR SURFACING COLOR & C3/L6.1 FOR

SURFACING DETAIL

SWALE CENTERLINE

LIGHT-DUTY ASPHALT

PAVEMENT, SEE D5/L6.0

EXISTING ROAD SIGN,

PROTECT IN PLACE

7'

REPAIR EXISTING PICNIC SHELTER

COLUMNS PER STRUCTURAL

REPORT & DETAILS

13'

24'

24'

15'

REINSTALL EXISTING

STOP SIGN

TYPE 2A ADA ACCESSIBLE

RAMPS WITH TRUNCATED

DOMES, SEE D2/L6.0

RAISED CURB

TRANSITION CURB

ADA ACCESS ROUTE

R6.5'

5-FT WIDE CURB

RAMP, SEE D1/L6.0

5'

5'

Date: 2026.04.13 20:25:43-04'00'

X

STOP SIGN

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

RE

V

DA

TE

DE

SC

RI

PT

IO

N

BY

CH

K

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E as t G ro up , P

.A

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, P .A

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TS

B

-1 7-

IS

SU

E

FO

R

BI

D C

-1

3-

ISSUED FOR BID

CB

A

H

CB

A

H

CB

A

H

L1.1

PLAYGROUND EQUIPMENT PLAN

SCALE: 1:10

LIGHT-DUTY CONCRETE

DECOMPOSED GRANITE

MATERIALS LEGEND

N

LEGEND

ECM = EXISTING CONCRETE MONUMENT

EIP = EXISTING IRON PIPE

EIS = EXISTING IRON STAKE

EPK = EXISTING PK NAIL

NPK = NEW PK NAIL

NIP = NEW IRON PIPE

RWM = RIGHT-OF-WAY MONUMENT

AL = AREA LIGHT

ALB = AREA LIGHT BASE (NO POLE OR LIGHT)

BLRD = BOLLARD

BFP = RPZ/BACK FLOW PREVENTER

CB = CATCH BASIN

CLF = CHAIN LINK FENCE

CO = CLEAN OUT

CP = CONCRETE PAD

CSW = CONCRETE SIDEWALK

DI = DROP INLET

EB = ELECTRIC BOX/ELEC CONDUIT

EM = ELECTRIC METER

EMH = ELECTRIC MANHOLE

FDC = FIRE DEPARTMENT CONNECTION

FH = FIRE HYDRANT

FOCB = FIBER OPTIC CABLE BOX

GM = GAS METER

GW = GUY WIRE

JB = JUNCTION BOX

MB = MAIL BOX

MH = MANHOLE

PIV = POST INDICATOR VALVE

POB = POINT OF BEGINNING

PP = POWER POLE

SSMH = SANITARY SEWER MANHOLE

RCP = REINFORCED CONCRETE PIPE

R/W = RIGHT-OF-WAY

SI = SIGN

WM = WATER METER

WS = WATER SPIGOT

WV = WATER VALVE

YL/FL = YARD LIGHT/FLOOD LIGHT

= NOT TO SCALE

= NO POINT SET

= OVERHEAD ELECTRIC

= SEWER LINE

= STORM DRAIN

= UNDERGROUND ELECTRIC LINE

= UNDERGROUND GAS LINE

= WATER LINE

SCALE 1"=10'

10'0'5'10'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

L1.1

PLAYGROUND EQUIPMENT

PLAN & MULTI-SPORT

COURT PLAN

PLAYGROUND EQUIPMENT, ENGINEERED

WOOD FIBER AND POURED IN PLACE

SURFACING TO BE PROVIDED AND

INSTALLED BY OTHERS. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING

INSTALLATION WITH PLAYGROUND

EQUIPMENT VENDOR

BRAVA UNIVERSAL SWING

SMALL INCLUSIVE ORBIT

DOOR KNOB JAM

ELEVATE VICTORY WALL

LEVEL X

NUCLEUS NU

NICHE CAPSULE

CONTEMPORARY

THREE-WAY END

SUPPORT SWING SEAT

ENGINEERED WOOD FIBER AND POURED IN

PLACE SURFACING LAYOUT SHOWN ON

SHEET L1.0

BASE BID, VOLLEYBALL

COURT STRIPING. LINE

COLOR: BLACK

L1.1

MULTI-SPORT COURT STRIPING & COLOR PLAN

SCALE: N.T.S.

ALTERNATE 2: COURT

BOARDER & RAMPS.

COLOR: TITANIUM

BASE BID, ONE (1)

ADJUSTABLE

BASKETBALL HOOP

BASE BID: ONE (1) ADJUSTABLE NET

FOR RECREATION PICKLEBALL,

VOLLEYBALL & BADMITTON.

REMOVABLE FROM POLE FOR EASY

HALF COURT BASKETBALL PLAY.

ALTERNATE 2: COURT

SURFACE.

COLOR: EMERALD

GREEN

BASE BID, HALF-COURT

BASKETBALL STRIPING.

LINE COLOR: WHITE

ALTERNATE 2:

PICKLEBALL COURT

SURFACING. COLOR:

ROYAL BLUE

BASE BID, PICKLEBALL

COURT STRIPING.

COLOR: GRAPHITE

ALTERNATE 3: CUSTOM CITY OF

GREENVILLE LOGO. ONLY TO

INCLUDE IF ALTERNATE 2 "COURT

SURFACING" IS ACCEPTED

Date: 2026.04.13 20:25:59-04'00'

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OH

T

OHT

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EX: 23.57

EX: 28.94EX: 28.80

EX: 28.55

EX: 27.08

EX: 28.03

EX: 28.26

EX: 27.17

EX: 23.62

EX: 23.08

EX: 27.74

EX: 29.08

EX: 29.00

EX: 24.54BC: 24.50

BC: 24.31

BC: 23.83

BC: 23.77

BC: 24.59

TW: 30.50

TW: 30.50

TW: 30.50

TW: 30.50

TW: 29.71

TW: 29.71 28.11

28.28

28.19

28.37

28.78

28.57

28.36

27.96

27.67 27.70

27.66

27.58

26.70

27.83

26.30 26.30

26.30 26.30

25.66

24.58 24.50

24.61

25.75

25.85

25.88

25.82

26.22

26.33

26.11 26.30

26.10

26.65

27.70

27.25 27.28

27.99

EX: 25.98

EX: 26.21

EX: 25.95

EX: 25.89

28.09

28.44

28.88 28.81

28.57

28.39

27.94

28.89

27.76

29.60

29.70

BW: 29.00

BW: 29.50

BW: 29.00

BW: 29.63

BW: 28.21

BW: 27.94

27.60

28.00

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

26.01

25.87

27.48

27.68

27.78

27.93

27.87

27.77

28.80

28.63

28.52

BC: 28.28

BC: 27.91

27.59 27.62

EX: 27.90 28.91

28.91

29.00

28.12 28.07

28.30

28.53

28.46

28.81

27.75

27.66

26.57 26.47

26.61

26.24

26.28

26.17

25.82

26.01

26.23

27.86

28.34 27.80

27.60

27.73 27.64

27.74

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

RE

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CB

A

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CB

A

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CB

A

H

L2.0

GRADING, DRAINAGE & EROSION CONTROL PLAN

SCALE: 1:20

N

SCALE 1"=20'

20'0'10'20'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

L2.0

GRADING, DRAINAGE &

EROSION CONTROL PLAN

LIMIT OF DISTURBANCE

CONCRETE WASHOUT, SEE C1/L2.1

STRAW WATTLE, SEE A2/L2.1

STRAW WATTLE, SEE

A2/L2.1

SILT FENCE, SEE A1/L2.1

GRADING NOTES

1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS PRIOR

TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT IS RECOMMENDED

THAT ALL BUILDING, PARKING AND DRIVEWAY AREAS BE ROLLED WITH A

VIBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.

COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY WILL BE REQUIRED PRIOR TO ENGINEER'S

APPROVAL FOR FILL PLACEMENT.

3. CONTRACTOR SHALL CONTACT THE ENGINEER AND SCHEDULE A PROOF ROLL

FOR SUBGRADE AND WHEN AGGREGATE BASE COURSE HAS BEEN INSTALLED.

ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY (ASTM D698).

4. ALL CULVERT CLEANOUT MUST BE DONE SUCH THAT THE SEDIMENT IS EITHER

EXTRACTED OR BLOWN UPSTREAM FOR CLEANUP. UNDER NO

CIRCUMSTANCES SHALL SEDIMENT BE BLOWN DOWNSTREAM.

5. GRADING CONTRACTOR SHALL TEMPORARY SEED AND MULCH ALL DISTURBED

AREAS IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 14 DAYS OF

COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE

GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN

THE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE

GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE

ACCUMULATED.

6. ALL EXCESS TOPSOIL STRIP MATERIAL TO BE HAULED OFF-SITE AND DISPOSED

OF AT AN APPROVED SITE.

7. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL & RAKED DOWN,

REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING &

PLANTING.

8. ALL DEWATERING OPERATIONS SHALL BE FILTERED PRIOR TO LEAVING THE

SITE.

9. CONTRACTOR TO CONTACT GUC (252-551-1551) TO SCHEDULE INSPECTION OF

ALL STORM PIPE / SEWER MAIN CROSSINGS.

x 26.00

BC BACK OF CURB

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CO CLEAN OUT

C.T. CURB TAPER

EP EDGE OF PAVEMENT

EX. EXISTING

FE FINISHED ELEVATION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

FOCB FIBER OPTIC CABLE BOX

HP HIGH POINT (OF SWALE, TYP)

INV. INVERT

JB JUNCTION BOX

LF LINEAR FEET

LP LOW POINT

M.E. MATCH EXISTING

RCP REINFORCED

CONCRETE PIPE

TA TOP OF ASPHALT

TC TOP OF CONCRETE

TS TOP OF STAIR

TSW TOP OF SIDEWALK

TW TOP OF WALL

TYP. TYPICAL

YI YARD INLET

EX. SPOT ELEVATION

EXISTING CONTOUR

EX. STORM DRAIN

PROPOSED STORM PIPE

SILT FENCE

LIMITS OF DISTURBANCE

PROPOSED CONTOUR

PROPOSED ROOF DRAIN

INLET PROTECTION

GRADE BREAK

TREE PROTECTION FENCE

SILT FENCE OUTLET

GRADING LEGEND

GRADE BREAK LINES

FRENCH DRAIN 56

LF, SEE A3/L2.1

FRENCH DRAIN 48 LF,

SEE A4/L2.1

FRENCH DRAIN 24 LF,

SEE A3/L2.1

SILT FENCE OUTLET,

SEE B1/L2.1

SWALE CENTERLINE

3' WIDE STORM WATER STORAGE

TRENCH, SEE B2/L2.1

3' WIDE STORM WATER STORAGE

TRENCH, SEE B2/L2.1

CURB RAMP

CURB RAMP

CURB RAMP

CURB RAMP NOTES

1. EXISTING TOPOGRAPHIC SURVEY DOES NOT EXTEND BEYOND THE

CENTERLINE OF THE ADJACENT ROADWAY. ELEVATIONS SHOWN FOR CURB

RAMP TIE-IN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FIELD

CONDITIONS AND COORDINATE FINAL ELEVATIONS TO ACHIEVE

ADA-COMPLIANT SLOPES AND SMOOTH TRANSITIONS.

2. CURB RAMP SHALL BE CONSTRUCTED TO MEET THE REQUIREMENTS

OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. CONTRACTOR SHALL

FIELD VERIFY ALL EXISTING ELEVATIONS BEYOND SURVEY LIMITS AND

ADJUST GRADING AS NECESSARY TO ENSURE COMPLIANCE WITH MAXIMUM

SLOPES, CROSS SLOPES, AND LANDING REQUIREMENTS.

· CURB RAMP SLOPE REQUIREMENTS

· MAXIMUM RUNNING SLOPE: 1:12 (8.33%)

· MAXIMUM CROSS SLOPE: 2.0%

· PROVIDE LEVEL LANDING AT TOP OF RAMP (MAX 2.0% IN ALL

DIRECTIONS)

· PROVIDE SMOOTH TRANSITION TO GUTTER AND ROADWAY WITHOUT

ABRUPT GRADE BREAKS

3. CONTRACTOR SHALL ADJUST CURB RAMP AND GUTTER TIE-IN AS

REQUIRED TO MATCH EXISTING ROADWAY CROSS SLOPE WHILE MAINTAINING

ADA-COMPLIANT RAMP SLOPES AND TRANSITIONS. NOTIFY THE LANDSCAPE

ARCHITECT OF CONFLICTS BEFORE CONSTRUCTION.

MAINTAIN EXISTING GUTTER

DRAIN DIRECTION

MATCH EXISTING TOP &

BOTTOM OF CURBS

PROPOSED CURB RAMP IS OUTSIDE OF

PROJECT SURVEY EXTENTS. SEE CURB

RAMP NOTES FOR CONTRACTOR TO FIELD

ADJUST GRADES

TOP OF RAMP TO BE FLUSH WITH

EXISTING FULL-HEIGHT VERTICAL CURB

Date: 2026.04.13 20:26:16-04'00'

Notes:

1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.

2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may impound volumes of water sufficient to cause failure of the structure)

3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.

4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength.

5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely into the ground a minimum of 24 inches. Wire mesh should be a minimum 14-gauge with 6 inch mesh spacing.

6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength.

7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope from the barrier.

8. Place 12 inches of fabric along the bottom and side of the trench.

9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence performance.

10. Do not attach filter fabric to existing trees.

11. Do not place across ditches, streams, or any other areas of concentrated flow.

Maintenance:

1. Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater. Make any required repairs immediately.

2. Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective, replace it promptly.

3. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and reduce pressure on the fence. Take care to avoid undermining the fence during cleanouts.

4. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized.

STEEL POST

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE

6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE

18-24"

8" DOWN & 4" FORWARD

ALONG THE TRENCH24"

WIRE FENCE

FILTER FABRIC

PLASTIC OR

WIRE TIES 24"

8" MIN.

4" MIN.

BACKFILL TRENCH

AND COMPACT

THOROUGHLY

UPSLOPE

WIRE FENCE

FILTER FABRIC

STEEL POST

PLASTIC OR

WIRE

CROSS SECTION VIEW

Max. Slope Length and Slope for Which Sediment Fence is Applicable

Slope Slope Length (ft) Max. Area (ft2) <2% 100 10,000

2 to 5% 75 7,500 5 to 10% 50 5,000

10 to 20% 25 2,500 >20% 15 1,500

DATE: PAGE:

NORTH CAROLINA

Department of Environmental Quality

Ef fective Date: 9/1/2023 In accordance with the 2013 Design Manual UpdatesSEDIMENT FENCE

SILT SEDIMENT FENCE

NTSL2.1

Spacing Between Socks / Wattles (Feet)

Channel Slope (%) 8-inch Diameter Sock 12-inch Diameter Sock 1 67 100 2 33 50

3 22 33

4 17 25

5 13 20NOTES:

1. Other materials providing equivalent protection against erosive velocities may be substituted for compost use in silt socks or wattles.

2. Fill silt sock/wattle netting uniformly to the desired length such that logs do not deform.

3. Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section.

4. Install silt sock/wattle(s) to a height on slope so flow will not wash around silt sock/wattle and scour slopes, or as directed.

5. Install a minimum of two up-slope stakes and four down-slope stakes at an angle to wedge silt sock/wattle to ground at bottom ditch. Use staples to secure silt sock/wattle to the ground to prevent undermining.

6. The use of flocculants such as Polyacrylamide (PAM) is recommended. Apply flocculants on top of sock/wattle and to matting on either side of sock/wattle according to manufacturer recommended rates. Reapply after each 1.0 inch rainfall.

MAINTENANCE:

1. Inspect all measures weekly and after each rainfall of 1.0 inch or greater. Remove accumulated sediment and any debris.

2. Silt sock/Wattle(s) must be replaced if clogged or torn.

3. If ponding becomes excessive, the silt sock/wattle may need to be replaced with a larger diameter or a different measure.

4. Reinstall if damaged or dislodged.

5. Silt socks/Wattles shall be inspected until land disturbance is compete and the area above the measure is permanently stabilized.

MATTING

STAKES ANGLE STAKES

TO WEDGE WATTLE

ONTO GROUND

DATE: PAGE:

NORTH CAROLINA

Department of Environmental Quality

Effective Date: 9/1/2023 In accordance with the 2013 Design Manual Updates

SILT SOCK / WATTLE FOR CHECK DAM

TRAPEZOIDAL DITCH SECTION VIEW

MATTING

MIN. 4 STAKES ON DOWNSLOPEMIN. 2 STAKES ON UPSLOPE

V- DITCH SECTION VIEW

MATTING

MIN. 4 STAKES ON DOWNSLOPEMIN. 2 STAKES ON UPSLOPE

MATTING

W

AT

TL

E

W

AT

TL

E

MIN. 4 STAKES ON

DOWNSLOPE

MIN. 2 STAKES

ON UPLSOPE

DITCH SLOPE

FLOW

FLOW

SILT SOCK/

WATTLE

PLAN VIEW

ISOMETRIC VIEW

MATTING

DOWNSLOPE

TOP OF BANK

SILT SOCK/WATTLE

NTSL2.1

CONCRETE WASHOUT

NTSL5.0

CONCRETE

WASHOUT

SANDBAG

BERM

LATH AND

FLAGGING

ON 3 SIDES

10 mil PLASTIC

LINING

10 mil PLASTIC

LINING

SANDBAG

BERM

10 mil PLASTIC

LINING STRAW BALE

TYP.

PLYWOOD

48" X 24"

PAINTED WHITE

WOOD POST

3.5" X 3.5" X 8'

LAG SCREWS

BLACK LETTERS

6" HEIGHT

10 mil PLASTIC

LINING

STRAW BALE

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL

STAKES (2

PER BALE)

BINDER WIRE

10' MIN

10' MIN

' M

IN

NOTES:

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD BUT NOT WITHIN 50FT OF A PROPOSED/ EXISTING CATCH BASIN AND/

OR INLETS, TOP OF BANK OF PERENNIAL STREAM, SURFACE WATER BODY, OR WETLAND.

2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED IN CLOSE PROXIMITY OF THE AREA AND SHALL BE CLEARLY VISIBLE.

3. GEOMEMBRANE BASIN LINER SHALL CONSIST OF A POLYPROPLENE OR POLYETHYLENE 10 MIL THICK GEOMEMBRANE.

4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.

MAINTENANCE:

1. MAINTAIN WASHOUT STRUCTURE TO PROVIDE ADEQUATE CAPACITY PLUS A MINIMUM OF 12 INCHES. REMOVE AND

DISPOSE HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION AFTER REACHING 75%

CAPACITY.

2. INSPECT WASHOUT STRUCTURE FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS WEEKLY.

3. REMOVE CONCRETE STRUCTURE AND SIGN ON PROJECT COMPLETION, DISPOSE CONCRETE IN APPROVED LANDFILL

SITE OR RECYCLE.

4. GRADE THE EARTH MATERIAL TO MATCH EXISTING CONTOURS AND SEED ACCORDINGLY TO PLANT SCHEDULE. MULCH

AREA ACCORDINGLY.

5. PROVIDE 2" SAND LAYER TO CONCRETE WASHOUT PIT.

3' FILTER FABRIC

ON GROUND

STEEL FENCE POST

WIRE FENCE

FILTER OF #57

WASHED STONE

BURY 6" OF UPPER EDGE OF

FILTER FABRIC IN TRENCH

BURY WIRE FENCE

AND HARDWARE CLOTH

TOP OF SILT FENCE

MUST BE AT LEAST 1'

ABOVE THE TOP OF

THE WASHED STONE

FRONT VIEW

SECTION VIEW

STEEL FENCE POST

SET MAX 2' APART

MIN. 18" INTO SOLID

GROUND

BURY WIRE FENCE,

FILTER FABRIC,

AND HARDWARE

CLOTH IN TRENCH

4' MIN.

MAINTENANCE:

1.Per NCG-01, inspect outlet at lest once a week and after each 1 inch or greater rainfall event. Complete any required repairs immediately.

Freshen stone when sediment accumulation exceeds 6 inches. Keep mesh free of debris to provide adequate flow.

2.Remove sediment when half of stone outlet is covered.

3.Replace stone as needed to facilitate de-watering.

HARDWARE CLOTH

NOTES:

1.Hardware cloth and gravel should overlay the silt fence at least 12 inches.

2.Stone outlets should be placed on low elevation areas of silt fence and based on field conditions.

NTSL5.0

SLIT FENCE OUTLET

A1 A2

C1

B1

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

RE

V

DA

TE

DE

SC

RI

PT

IO

N

BY

CH

K

Th is dr aw in g is th e pr op er ty o f T he

E as t G ro up , P

.A

An y us e, re us e, re pr od uc tio n, d isp la y or sa le o f t hi s d ra w in g w ith ou t w rit te n co ns en t o f T he E as t G ro up

, P .A

. i s s tr ict ly p ro hi bi te d.

C op yr ig ht , T he E as t G ro up

, P .A

. 2

5)

0%

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R

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ISSUED FOR BID

CB

A

H

CB

A

H

CB

A

H

L2.1

GRADING, DRAINAGE &

EROSION CONTROL

DETAILS

1%

1%

4"

#57 STONE WRAPPED IN

NON-WOVEN FILTER FABRIC

COMPACTED SUB-GRADE

95% STANDARD PROCTOR

4"

(M

IN

16"

MIN

MIN

FILTER FABRIC

EXTEND UP SIDE 4" MIN.

1%

MIN

1%

1%

1'- 6"

4"

DEPTH OF ENGINEERED WOOD

MULCH (POST NORMAL SETTLING) (TYP)

SEE SHEETS L1.1

FOR LAYOUT

WIDTH OF SIDEWALK

ROLLED EDGE OF

SIDEWALK ADJACENT

TO PLAY SURFACING

4"

R=.75"

(TYP)

BOTTOM OF SLOPE CONDITIONTOP OF SLOPE CONDITION

(M

IN

MIN

1%

DEPTH OF ENGINEERED WOOD

MULCH (POST NORMAL SETTLING) (TYP)

#57 STONE WRAPPED IN

NON-WOVEN FILTER FABRIC

COMPACTED SUB-GRADE

95% STANDARD PROCTOR

16"

(M

IN

POURED IN PLACE PLAYGROUND SURFACING (BY

OTHERS)

MIN

FRENCH DRAIN BELOW WOOD FIBER MULCH

NTSL2.1

A4 AT POURED IN PLACE SURFACING

FRENCH DRAIN BELOW WOOD FIBER MULCH

NTSL2.1

AT CONCRETE SIDEWALKA3

NTSL2.1

STORM WATER STORAGE TRENCHB2

NATIVE SUB-GRADE

GEOTEXTILE FABRIC

#57 WASHED STONE

TOPSOIL

3'

0.5"

2'

4"

TURF GRASS

Date: 2026.04.13 20:26:30-04'00'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OHT

OH

T

OHT

Symbol Key Quantity Botanical Name (Common Name) Native Height Spread Caliper Cont. Notes

TREES

GB 4 Ginkgo biloba 'Autumn Gold' (Maidenhair

Tree) 12' min - 2" min - Male; single, straight leader;

full crown

QS 4 Quercus phellos (Willow Oak) N 14' min - 3" min - Single, straight leader; full crown

QC 2 Quercus coccinea (Black Oak) N 14' min - 3" min - Single, straight leader; full crown

SMALL TREES

CC 4 Cercis canadensis 'Forest Pansy' (Forest

Pansy Redbud) N 10' min - 2" min - Single, straight leader; full crown

SHRUBS

VS 4 Viburnum tinus 'Spring Bouquet' (Spring

Bouquet Viburnum) 30" min - - #7 Plant @ 5' oc

JV 2

Juniperus virginiana 'Grey Owl' (Grey Owl Juniper) N - 15" min - #3 Plant @ 6' oc

IS 2

Ilex vomitoria 'Schillings' (Dwarf Yaupon Holly) N 15" min - - #3 Plant @ 3' oc

IG 15 Ilex glabra 'Gem Box®' (Gem Box® Inkberry Holly) N 15" min - - #3 Plant @ 3' oc

PERENNIALS & GRASSES

AS 13

Achillea millefolium ‘Sunny Seduction’ (Yarrow) N 12" min - - #3 Plant @ 24" oc

LB 4 Lagerstroemia 'Bellini® Grape' (Bellini Grape Crape Myrtle) 15" min - - #2 Plant @ 3' oc

RB 11 Rosa 'Easy Bee-zy™' (Rose) 18" min - - #3 Plant @ 3' oc

SP 24 Sporobolus heterolepis (Prairie Dropseed Grass) N 8" min - - #1 Plant @ 24" oc

KR 39 Pennisetum orientale 'Karley Rose' (Oriental Fountain Grass) 15" min - - #3 Plant @ 3' oc, Full

- 5,275 SQFT TifTuf® Bermuda Sod - - - - -

- 1,835 SQFT Mulch - - - - -

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

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L4.0

PLANTING PLAN

SCALE: 1:20

SCALE 1"=10'

10'0'5'10'

N

L4.0

TURF PUTTING GREEN ALTERNATE 1

SCALE: 1:10

SCALE 1"=20'

20'0'10'20'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

L4.0

PLANTING PLAN

MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH UDO SEC. 7.3.3 (PLANT MATERIAL STANDARDS) AS FOLLOWS:

PLANTING MATERIAL TYPE MINIMUM PLANTING

SIZE

1. LARGE TREE

SINGLE STEM 10' (HEIGHT) AND 2" CAL.

MULTI-STEM 10' (HEIGHT)

2. SMALL TREE 8' (HEIGHT) AND 1.5" CAL.

3. SHRUB 18" (HEIGHT) EXCEPT AS

A. AT MINIMUM, 50% OF ALL ON-SITE VEGETATION MUST CONSIST OF NATIVE SPECIES.

B. ALL REQUIRED PLANT MATERIALS WITHIN BUFFERYARDS SHALL BE INSTALLED IN ACCORDANCE WITH UDO SEC.

7.3.5 (BUFFERYARD STANDARDS). EVERGREEN MATERIALS SHALL BE PROVIDED WHERE REQUIRED TO ACHIEVE

REQUIRED OPACITY.

C. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR SPECIFIC LOCATION(S), TYPE(S) AND SIZE(S).

D. EXISTING SUBSTITUTE MATERIAL SHALL BE PROTECTED FROM SITE DEVELOPMENT ACTIVITIES IN ACCORDANCE

WITH SECTION UDO SEC. 7.3.8 (TREE PROTECTION AND PRESERVATION STANDARDS).

E. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, DRIVE AISLE OR TURNING AREA, SHALL BE LOCATED MORE THAN THIRTY (30) FEET FROM AN ON-SITE SMALL TREE OR MORE THAN SEVENTY-FIVE (75) FEET FROM AN ON-SITE LARGE TREE. FOR PURPOSES OF THIS SECTION, THE MEASUREMENT SHALL BE FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER OF THE BASE OF THE CLOSEST

QUALIFYING TREE.

F. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED AS APPROVAL OF ALL

ENCROACHMENTS, AS SHOWN. ON THIS PLAN.

G. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL CONSTITUTE NOT MORE THAN

TWENTY-FIVE (25) PERCENT OF THE TOTAL REQUIREMENT FOR THE SPECIFIC CATEGORY:

LARGE TREE CATEGORY:

RIVER BIRCH

SMALL TREE CATEGORY:

ARISTOCRAT PEAR,

CAPITOL PEAR, AND

CLEVELAND SELECT PEAR.

EVERGREEN SHRUB CATEGORY:

RED TIP PHOTINIA

H. ALL CONTAINER PADS SHALL BE ENCLOSED ON THREE (3) SIDES IN ACCORDANCE WITH UDO SEC. 7.3.7

(SCREENING STANDARDS).

I. ALL PARKING AREAS SHALL BE SCREENED IN ACCORDANCE WITH UDO SEC. 7.3.7 (SCREENING STANDARDS).

VEGETATION MATERIALS SHALL BE EVERGREEN.

J. EXISTING VEGETATION TO BE VERIFIED AT TIME OF INSPECTION.

K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS IN ACCORDANCE WITH

STATE BUILDING CODE.

PLANTING NOTES:

TOTAL VEGETATION REQUIREMENT

PER SITE ACREAGE

5 LARGE TREES/AC = 4 LARGE TREES (10 PROVIDED)

10 SMALL TREES/AC = 7 SMALL TREES (8 CLAIMED FOR

CREDIT FROM EXISTING TREES)*

25 SHRUBS/AC = 18 SHRUBS (23 PROVIDED)

TOTAL STREET VEGETATION REQUIREMENT

FOR PUBLIC ROAD

TOTAL SCREENING REQUIREMENT FOR

EACH BUFFERYARD

BUFFERYARD A: NO REQUIREMENTS

PLANTING DATA TABLE

3 LARGE TREES/100LF FRONTAGE:

NORTH WOODLAWN AVE. 237 LF = 7 LARGE TREES

PARK DR. 522 LF = 16 LARGE TREES

TOTAL REQ = 23 TOTAL PROVIDED = 10 (+14 CLAIMED

FOR CREDIT FROM EXISTING TREES)*

GB (3)

GB (1)

QC (1)

QC (1)

CC (2)

QS (1)

QS (1)

CC (2)

SOD

SOD

SOD

IG (3)

IG (4)

IG (4)

JV (1)

JV (1)KR (3)

KR (3)

KR (6)

KR (17)

RB (11)

AS (7)

AS (6)

VS (4)

IS (2)

SP (24)

MULCH BED

MULCH BED

MULCH RING

SEED ALL DISTURBED AREAS

SEED ALL DISTURBED AREAS

* EXISTING TREES CLAIMED FOR CREDIT:

· (1) QUERCUS NIGRA (WATER OAK) >24" CALIPER - PROTECTED AND CLAIMED FOR 6 LARGE TREES

· (1) QUERCUS NIGRA (WATER OAK) >10" CALIPER - PROTECTED AND CLAIMED FOR 4 LARGE TREES

· (1) QUERCUS PHELLOS (WILLOW OAK) > 10" CALIPER - PROTECTED AND CLAIMED FOR 8 SMALL TREES

· (1) QUERCUS PHELLOS (WILLOW OAK) > 10" CALIPER - PROTECTED AND CLAIMED FOR 4 LARGE TREES

EXISTING TREE

QUERCUS PHELLOS (WILLOW OAK)

> 10" CALIPER - PROTECTED AND

CLAIMED FOR 8 SMALL TREES

EXISTING TREE

(1) QUERCUS NIGRA (WATER OAK)

>10" CALIPER - PROTECTED AND

CLAIMED FOR 4 LARGE TREES

EXISTING TREE

(1) QUERCUS NIGRA (WATER OAK)

>24" CALIPER - PROTECTED AND

CLAIMED FOR 6 LARGE TREES

EXISTING TREE

(1) QUERCUS PHELLOS (WILLOW OAK)

> 10" CALIPER - PROTECTED AND

CLAIMED FOR 4 LARGE TREES

PER ALTERNATE 1 REMOVE 1,992 SF

OF SOD, SEE 2/L1.0 FOR ADDITIONAL

INFORMATION

LB (2)

LB (2)

2/L1.0

KR (10)

QS (1)

QS (1)

IG (4)

6' BUFFERYARD A

6' BUFFERYARD A

MINIMUM NATIVE VEGETATION

PERCENT REQUIREMENT

66 NATIVE PLANTS/128 TOTAL PLANTS = 52% NATIVE

SPECIES

6' BUFFERYARD A

Date: 2026.04.13 20:26:47-04'00'

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

WOODLAWN

PARK

IMPROVEMENTS

CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20250079

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L4.1

PLANTING DETAILS

GROUNDCOVER SPACING

PLANT SPACING

PER PLAN O.C.

PLANT PER PLAN

EQUAL

O.C.

PLANTING BED EDGE (AT HARDSCAPE)

1/2

TOPSOIL LAYER

TRIPLE SHREDDED HARDWOOD BARK MULCH

(TAPER TO 12"BELOW TOP OF PAVEMENT WITHIN

4" OF PAVEMENT EDGE)

2-3"

EDGE OF PAVEMENT

4" MAXDE

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SHRUB PLANTING DETAIL

TREE PLANTING DETAIL

TRIPLE SHREDDED HARDWOOD BARK MULCH (SEE

NOTES FOR DEPTH). DO NOT PLACE MULCH IN

CONTACT WITH TRUNK. CREATE 3" HT. TOPSOIL

SAUCER AT EDGE OF ROOTBALL FOR INDIVIDUALLY

PLANTED SHRUBS, CREATE MULCHED BEDS FOR

MASS PLANTING.

FOR BALL AND BURLAP STOCK - BURLAP SHALL

BE REMOVED FROM TOP THRID OF ROOT BALL.

EXCAVATE 2X DIAMETER OF ROOTBALL AND

INSTALL SPECIFIED TOPSOIL IN 12" LIFTS.

WATER THOROUGHLY BETWEEN LIFTS.

FOR CONTAINER STOCK - REMOVE

CONTAINER, SCORE AND LOOSEN

ROOTBALL.

UNDISTURBED SUBGRADE.

TRUNK FLARE MUST BE VISIBLE. DO NOT COVER

WITH MULCH OR SOIL. INSTALL TOP OF ROOTBALL

FLUSH WITH ADJACENT FINSIH GRADE.

ALL WIRE, TWINE, ROPE, AND BURLAP SHALL BE REMOVED FROM TOP

HALF OF ROOT BALL. WIRE BASKETS SHALL BE CUT AND FOLDED

DOWN INTO PLANTING HOLE (MIN. 8")

SOIL AROUND ROOT BALL SHALL BE MANUALLY

TAMPED TO STABILIZE ROOT BALL. PLACE ROOT

BALL SHALL ON UNEXCAVATED OR TAMPED SOIL.

TRIPLE SHREDDED HARDWOOD BARK MULCH (3" D).

MULCH SHALL NOT COVER TRUNK FLARE. CREATE 4"

HT. TOPSOIL SAUCER AT EDGE OF ROOTBALL.

EXCAVATE 2X DIAMETER OF ROOTBALL AND

INSTALL SPECIFIED TOPSOIL IN 12" LIFTS.

WATER THOROUGHLY BETWEEN LIFTS.

UNDISTURBED SUBGRADE.

MULCH RING:

SMALL TREES @ 6' DIA. /

LARGE TRESS @ 8' DIA.

NOTE:

STAKE TREES ONLY IF DIRECTED

BY PROJECT CONSULANT.

L4.1

L4.1

PLANTING BED EDGE (AT SOD)

IN

P

LA

NT

IN

G

NO

TE

S 1/2

BED EDGE

TOPSOIL LAYER

TRIPLE SHREDDED HARDWOOD

BARK MULCH

FINISH GRADE

DE

PT

H

AS

S

PE

CI

FI

ED

L4.1

1/2 X

'X

'x'

1/2x

MULCH PER SPECIFICATIONS

FINISHED GRADE OF ADJACENT

LAWN OR PAVEMENT

PLANTING SOIL PER

SPECIFICATIONS

SCARIFY SUBSOIL TO

MINIMUM 4" DEPTH

COMPACTED SUBGRADE

NOTES:

1. TYPICAL SPACING 'x' NOTED ON PLAN AS ON-CENTER (O.C.) DIMENSIONS.

EDGE OF ADJACENT LAWN

OR PAVEMENT

GROUNDCOVER PLANTING DETAIL

L4.1 C4

N.T.S.

B3 N.T.S.

N.T.S.

A3

N.T.S.

A4

N.T.S.

B4 L4.3

N.T.S.

D4

1. THE CONTRACTOR SHALL FURNISH PLANT MATERIAL SHOWN ON THE DRAWINGS, AS SPECIFIED AND AS INDICATED ON THE PLANT LIST. THE OWNER OR HIS/HER AUTHORIZED REPRESENTATIVE SHALL BE

NOTIFIED PRIOR TO THE BEGINNING OF PLANTING OPERATIONS.

2. PRE-CONSTRUCTION CONFERENCE: PRIOR TO COMMENCING PLANT AND IRRIGATION INSTALLATION, A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD. ATTENDEES SHALL INCLUDE OWNER, GENERAL CONTRACTOR, LANDSCAPE AND IRRIGATION CONTRACTOR(S) AND PROJECT CONSULTANT OR THEIR

DESIGNATED REPRESENTATIVES.

3. STANDARDS: ALL PLANTS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. WITH

REGARD TO SIZING AND DESCRIPTION.

4. QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHOULD BE FREE OF DISEASE AND INSECT

PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEM.

5. SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, THE CONTRACTOR MAY MAKE SUBSTITUTIONS UPON REQUEST, IF APPROVED BY THE PROJECT CONSULTANT. PROPOSAL FOR SUBSTITUTION OF PLANT MATERIAL SHALL BE SUBMITTED AT LEAST 10

DAYS PRIOR TO THE FINAL BID DATE FOR CONSIDERATION.

6. SIZE: ALL PLANTS SHALL CONFORM TO ALL MEASUREMENTS SPECIFIED ON THE PLANT LIST UNLESS

OTHERWISE AUTHORIZED IN WRITING BY THE PROJECT CONSULTANT.

7. PRUNING: EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN, INC. STANDARDS TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL DEAD

WOOD OR SUCKERS AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL BE REMOVED.

8. ROOT SYSTEMS: BALL & BURLAP PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH OF DIAMETER AND DEPTH TO INCLUDE MOST OF THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL

HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED

SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL BE LOOSE IN

CONTAINER OR BALL.

9. PROTECTION: ROOT BALLS TRUNKS, BRANCHES AND FOLIAGE OF PLANTS SHALL BE ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING WIND OR FROST. PLANTS WITH BROKEN ROOT BALLS OR EXCESSIVE DAMAGE TO THE CROWN SHALL BE REPLACED, IN KIND, PRIOR TO INSTALLATION.

10. MULCH: IMMEDIATELY FOLLOWING PLANT INSTALLATIONS ALL TREE AND SHRUB PLANTING PITS SHALL BE COVERED WITH THREE-INCH (3") LAYER OF NON-DYED, TRIPLE SHREDDED MULCH. ORNAMENTAL GRASSES AND PERENNIAL FLOWERS SHALL BE COVERED WITH TWO-INCH (2") LARGER FINAL GRADE OF

MULCH SHALL BE ½" BELOW ADJACENT SURFACE OR STEEL EDGING TO PROHIBIT WASHOUT OR

MIGRATION OF MULCH TO ADJACENT SURFACE.

11. ANTI-DESICCANT SPRAY: TREES AND WHEN PLANTED IN LEAF SHALL BE TREATED WITH ANTI-DESICCANT

SUCH AS "WILT-PROOF".

12. TOPSOIL: TOPSOIL USED SHALL BE FERTILE AGRICULTURAL SOIL; TYPICAL FOR LOCALITY; CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH; TAKEN FROM DRAINED SITES; FREE OF SUBSOIL, ROCKS, STONES, CLAY OR IMPURITIES, PLANTS, WEEDS AND ROOTS; PH VALUE MINIMUM 5.4, MAXIMUM 7.0;

ORGANIC CONTENT 5 TO 7 PERCENT.

12.A. ALL SEED AND SOD AREAS SHALL HAVE A MINIMUM 6" OF TOPSOIL APPLIED (DEPTH AFTER ROLLING).

12.B. ALL GROUNDCOVER AND ORNAMENTAL GRASSES SHALL HAVE A MINIMUM 12" OF TOPSOIL APPLIED

(DEPTH AFTER ROLLING).

12.C. ALL TREE AND SHRUB BEDS SHALL HAVE A MINIMUM 18" OF TOPSOIL APPLIED (DEPTH AFTER

ROLLING).

13. STAKING & GUYING: TREES SHALL BE STAKED AND GUYED ACCORDING TO ACCEPTED INDUSTRY

PRACTICE, ONLY WHEN DIRECTED BY PROJECT CONSULTANT.

14. LAYOUT: THE CONTRACTOR SHALL LAYOUT WITH IDENTIFIABLE STAKES , THE LOCATION OF ALL PLANTS AND THE THE ARRANGEMENT AND OUTLINES OF PLANTING BEDS AS INDICATED ON THE DRAWINGS. PRIOR TO ANY EXCAVATION OF PLANT PITS OR PREPARATION OF PLANT BEDS, THE PROJECT CONSULTANT SHALL APPROVE THE LAYOUT OF PLANTING. ALL PLANTING SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT THE CORRECT GRADES, ALIGNMENT AND LAYOUT OF PLANTING BEDS. MINOR ADJUSTMENTS TO TREE LOCATIONS MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR SHALL NOTIFY THE

PROJECT CONSULTANT IF MAJOR ADJUSTMENTS ARE ANTICIPATED.

15. ADVERSE CONDITIONS: THE CONTRACTOR SHALL NOTIFY THE PROJECT CONSULTANT IN WRITING OF ANY SOIL OR DRAINAGE CONDITIONS WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO PLANT

GROWTH. THE DOCUMENTED CONDITIONS SHALL INCLUDE A PROPOSAL FOR CORRECTING THE

SITUATION, INCLUDING ANY CHANGE IN COST, FOR REVIEW AND ACCEPTANCE BY THE PROJECT

CONSULTANT.

16. QUANTITY: THE QUANTITY OF PLANTS IN THE PLANT SCHEDULE IS FOR GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL OBTAIN QUANTITIES FOR PRICING BY COMPILING NUMBERS FROM THE PLANTS ILLUSTRATED ON THE DRAWINGS. SHOULD THERE BE A DISCREPANCY BETWEEN THE DRAWINGS AND THE PLANT SCHEDULE, THE QUANTITIES ILLUSTRATED ON THE DRAWINGS SHALL TAKE PRECEDENCE.

17. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A FULL YEAR FROM THE DATE OF INITIAL ACCEPTANCE. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR THE PROJECT DURING THE GUARANTEE PERIOD AND NOTIFY THE OWNER IN WRITING IF PROBLEMS ARE OCCURRING OR SITUATIONS DEVELOPED THAT APPEAR DETRIMENTAL TO THE PLANT MATERIAL. ANY PLANT MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE TO THE OWNER. A TREE IS CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK OR THERE IS 25% OF

THE CROWN DEAD.

PLANTING NOTES

1. CERTIFICATION - THE CONTRACTOR SHALL FURNISH AND INSTALL CERTIFIED 'TIFTUF' BERMUDA SOD, GROWN FROM CERTIFIED HIGH QUALITY SEED OF LOCAL ORIGIN. SOD SHALL BE INSPECTED BY THE OFFICIAL CERTIFICATION AGENCY OF THE STATE TO ASSURE SATISFACTORY GENETIC IDENTITY AND PURITY, OVERALL HIGH QUALITY AND FREEDOM FROM NOXIOUS WEEDS AND EXCESSIVE AMOUNTS OF OTHER CROP AND WEEDY PLANTS AT TIME OF HARVEST. SOD MUST MEET THE PUBLISHED STATE

STANDARDS FOR CERTIFICATION. INSTALL ONLY BETWEEN SEPTEMBER AND MAY INCLUSIVE.

2. MATERIAL - SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 1" PLUS OR MINUS 1/4" AT THE TIME OF CUTTING. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10% OF THE STRIP.

BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. ONLY MOIST, FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 16

HOURS.

3. SOIL AMENDMENTS - ALL FERTILIZERS SHALL BE UNIFORM IN COMPOSITION, FREE FLOWING AND SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT. FERTILIZER APPLICATION RATES SHALL BE DETERMINED BY SOIL TESTS. DISTRIBUTE EVENLY OVER AREA TO BE SODDED.