Woodlawn Park Improvements

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
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CITY OF GREENVILLE, NC
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200 W 5TH ST.
OHT GREENVILLE, NC 27858
(252) 329-2489
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SF TEG PROJECT NO.
20250079
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CLIENT PROJECT NO.
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PROJECT TITLE
OHT WOODLAWN
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OHT PARK
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IMPROVEMENTS
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VICINITY MAP
SCALE: N.T.S.
STRAW WATTLE, A2/L2.1
DEMOLITION NOTES
REMOVE CURB & GUTTER 1. BACKFILL ALL REMOVED UTILITY TRENCHES, TREE REMOVAL, ETC. WITH SELECT FILL,
COMPACTED TO 95% STANDARD PROCTOR.
LEGEND 2. CONTRACTOR IS RESPONSIBLE FOR CLEAN OUT OF EXISTING STORM DRAINAGE LOCATED
WITHIN THE CONSTRUCTION LIMITS.
ECM = EXISTING CONCRETE MONUMENT 3. ALL CONCRETE AND ASPHALT REMOVED SHALL BE SAW CUT OR REMOVED TO NEXT
EIP = EXISTING IRON PIPE EXPANSION JOINT.
EIS = EXISTING IRON STAKE 4. PROVIDE TREE PROTECTION FENCING TO ALL EXISTING TREES WITHIN 10' OF
EPK = EXISTING PK NAIL REMOVE EXISTING WATER REMOVE SOD AND TOP SOIL CONSTRUCTION LIMITS.
NPK = NEW PK NAIL FOUNTAIN AND DEMOLISH 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL STORM WATER DRAINAGE
NIP = NEW IRON PIPE CONCRETE PAD OUTFALLS DURING CONSTRUCTION. G.C. SHALL COORDINATE CONSTRUCTION OF
RWM = RIGHT-OF-WAY MONUMENT PROPOSED MAIN DRAINAGE OUTFALL LINES PRIOR TO DEMOLITION OF EXISTING LINES.
AL = AREA LIGHT 6. CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS FROM DAMAGE DURING
ALB = AREA LIGHT BASE (NO POLE OR LIGHT)
CONSTRUCTION AND SHALL RESTORE ANY DAMAGED IMPROVEMENTS AT THE END OF
BLRD = BOLLARD CONSTRUCTION AT CONTRACTOR'S EXPENSE.
BFP = RPZ/BACK FLOW PREVENTER 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES,
CB = CATCH BASIN DRAINAGE, ETC., TO THIS AREA OR ADJACENT AREAS DURING DEMOLITION AND
CLF = CHAIN LINK FENCE CONSTRUCTION.
CO = CLEAN OUT 8. ALL DEBRIS FROM DEMOLITION ACTIVITIES SHALL BE REMOVED FROM THE SITE AND
CP = CONCRETE PAD DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL AGENCIES HAVING JURISDICTION.
2' ASPHALT SAW-CUT
CSW = CONCRETE SIDEWALK
DI = DROP INLET
EB = ELECTRIC BOX/ELEC CONDUIT
EM = ELECTRIC METER NOTES:
EMH = ELECTRIC MANHOLE
FDC = FIRE DEPARTMENT CONNECTION 1) THIS PROPERTY IS SUBJECT TO THE TAR/PAMLICO RIVER RIPARIAN
FH = FIRE HYDRANT BUFFER RULES.
FOCB = FIBER OPTIC CABLE BOX 2) THE SURVEYOR MAKES NO GUARANTEE THAT THERE ARE NO OTHER
GM = GAS METER EASEMENTS THAT MAY BENEFIT OR BURDEN THE SUBJECT PROPERTY.
GW = GUY WIRE 3) THE AREA DEPICTED IN THIS SURVEY IS LOCATED IN ZONE X AND AE AND
JB = JUNCTION BOX IS PARTIALLY LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS SHOWN
MB = MAIL BOX HEREON AS TAKEN FROM N.F.I.P. RATE MAP DATED JULY 7, 2014
MH = MANHOLE COMMUNITY PANEL NUMBER 3720468800K. BASE FLOOD ELEVATION = 22.40
PIV = POST INDICATOR VALVE 4) SUBSURFACE UTILITIES SHOWN WERE TAKEN FROM ABOVE GROUND
POB = POINT OF BEGINNING EVIDENCE AND RECORDS PROVIDED BY GREENVILLE UTILITIES COMMISSION.
PP = POWER POLE 5) SPOT ELEVATIONS & CONTOURS ESTABLISHED FROM N.C.G.S. MONUMENT
SSMH = SANITARY SEWER MANHOLE PLANT (NAVD88 ELEVATION = 37.1).
RCP = REINFORCED CONCRETE PIPE 6) PROPERTY LINES SHOWN AS DASHED REPRESENT LINES NOT SURVEYED.
R/W = RIGHT-OF-WAY
SI = SIGN
WM = WATER METER
WS = WATER SPIGOT
WV = WATER VALVE
SITE DEMOLITION LEGEND
YL/FL = YARD LIGHT/FLOOD LIGHT
= NOT TO SCALE
EXISTING ASPHALT DEMOLITION
= NO POINT SET
= OVERHEAD ELECTRIC
EXISTING CURB & GUTTER DEMOLITION
= SEWER LINE
= STORM DRAIN
EXISTING CONCRETE DEMOLITION
= UNDERGROUND ELECTRIC LINE
= UNDERGROUND GAS LINE
EXISTING SOD DEMOLITION
= WATER LINE
EXISTING PLAYGROUND DEMOLITION
LIMIT OF DISTURBANCE
EXISTING TREE DEMOLITION
SILT FENCE, SEE
EXISTING SITE FEATURE DEMOLITION
A1/L2.1
SILT FENCE OUTLET, LIMIT OF DISTURBANCE LINE
SEE B1/L2.1 D D ig a it t a e l : l y 2 s 0 i 2 g 6 n . e 0 d 4 . b 1 y 3 A 2 n 0 d :2 re 5 w :2 3 C - 0 H 4 a '0 rr 0 e ' ll
SF SILT FENCE
SILT OUTLET
DEMOLISH EXISTING BASKETBALL HOOP
TPF TREE PROTECTION FENCING
REMOVE AND DISPOSE OF EXISTING
PLAY STRUCTURES, SURFACING &
RAILROAD TIES
Sheet List Table
Sheet
Sheet Title
Number
SIGNAGE TO BE PROTECTED, TEMPORARILY
MOVED & REINSTALLED IN SAME LOCATION CIVIL & LANDSCAPE ARCHITECTURE
2' ASPHALT SAW-CUT
L0.2 EXISTING CONDITIONS, DEMOLITION & EROSION
REMOVE SOD AND TOP SOIL RELOCATE EXISTING
REMOVE TREE,TYP. CONTROL PLAN
SIGN PER PLANS
REMOVE CURB & GUTTER
2' ASPHALT SAW-CUT REMOVE EXISTING CURB & GUTTER L1.0 SITE PLAN
STOP SIGN TO BE PROTECTED, TEMPORARILY
MOVED & REINSTALLED IN NEW LOCATION
L1.1 PLAYGROUND EQUIPMENT PLAN & MULTI-SPORT
COURT PLAN
L2.0 GRADING, DRAINAGE & EROSION CONTROL PLAN
RELOCATE EXISTING TWO PEAK L2.1 GRADING, DRAINAGE & EROSION CONTROL DETAILS
BIKE RACK
L4.0 PLANTING PLAN
REMOVE BENCH
L4.1 PLANTING DETAILS
REMOVE TREE,TYP.
REMOVE TREES,TYP.
L6.0 SITE DETAILS
STRAW WATTLE, SEE A2/L2.1 REMOVE EXISTING CURB
& GUTTER L6.1 SITE DETAILS CONT.
2' ASPHALT SAW-CUT STRUCTURAL
S1.1 SECTION & STRUCTURAL NOTES
REMOVE TREE,TYP.
REMOVE ASPHALT WALKWAYS
EXISTING CONDITIONS,
DEMOLITION & EROSION
CONTROL PLAN
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EXISTING CONDITIONS, DEMOLITION & EROSION CONTROL PLAN
1 SCALE 1"=20' KNOW WHAT'S BELOW L0.2 CALL BEFORE YOU DIG!
1-800-632-4949
L0.2 SCALE: 1:20 WWW.NC811.ORG
20' 10' 0' 20'

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
ADA
ADA
CITY OF GREENVILLE, NC
200 W 5TH ST.
GREENVILLE, NC 27858
(252) 329-2489
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STOP SIGN
TEG PROJECT NO.
20250079
CLIENT PROJECT NO.
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PROJECT TITLE
WOODLAWN
PARK
IMPROVEMENTS
DRAWING TITLE
DRAWING NO.
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MATERIALS LEGEND GENERAL NOTES: LEGEND
LIGHT-DUTY ASPHALT 1. SITE SHALL MEET ALL RELATED ACCESSIBILITY REQUIREMENTS. ECM = EXISTING CONCRETE MONUMENT
2. ALL PROPOSED WALKWAYS ARE ADA ACCESSIBLE. EIP = EXISTING IRON PIPE
LIGHT-DUTY CONCRETE 3. THIS PROJECT DOES NOT DISTURB WETLANDS. EIS = EXISTING IRON STAKE
4. THIS PROJECT DOES NOT DISTURB MORE THAN 1-ACRE AND WILL NOT EPK = EXISTING PK NAIL
DECOMPOSED GRANITE REQUIRE A SOIL EROSION AND SEDIMENTATION CONTROL PERMIT. NPK = NEW PK NAIL
5. THIS PROJECT IS A RECREATIONAL DEVELOPMENT THAT DISTURBS NIP = NEW IRON PIPE
POURED-IN-PLACE RUBBER LESS THAN 1-ACRE, THEREFORE A CITY OF GREENVILLE STORMWATER RWM = RIGHT-OF-WAY MONUMENT
PERMIT IS NOT REQUIRED PER CITY ORDINANCE 9-9-5 (B)(1). AL = AREA LIGHT
ENGINEERED WOOD FIBER 6. CITY OR NCDOT DRIVEWAY PERMIT IS NOT REQUIRED FOR THIS ALB = AREA LIGHT BASE (NO POLE OR LIGHT)
PROJECT. ANY ENCROACHMENT AGREEMENTS SHALL BE APPROVED BLRD = BOLLARD
30" CURB & GUTTER, TYP. ARTIFICIAL TURF GRASS BEFORE INSTALLATION. BFP = RPZ/BACK FLOW PREVENTER
SEE C1/L6.0 LIGHT-DUTY ASPHALT 7. ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CB = CATCH BASIN
PAVEMENT, SEE D5/L6.0 STORAGE TRENCH CITY OF GREENVILLE'S DRIVEWAY ORDINANCE. CLF = CHAIN LINK FENCE
TWO (2) PARALLEL ADA 8. CONTRACTOR MUST NOTIFY ONE - CALL CENTER, INC. (NC ONE-CALL) CO = CLEAN OUT
ACCESSIBLE SPACES WITH ADA ACCESS ROUTE (811) AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION OR CP = CONCRETE PAD
SIGNAGE AND STRIPING, TYPE 1 MODIFIED ADA ACCESSIBLE TRENCHING TO HAVE ALL UNDERGROUND UTILITIES LOCATED. CSW = CONCRETE SIDEWALK
2' ASPHALT PATCH, TYP. SEE A4/L6.0 & B3/L6.0 RAMP WITH TRUNCATED DOMES, 9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF DI = DROP INLET
SEE A3/L6.0 SEE D2/L6.0 GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD). EB = ELECTRIC BOX/ELEC CONDUIT
10. CONTRACTOR SHALL NOTIFY CITY OF GREENVILLE ENGINEERING EM = ELECTRIC METER
3' WIDE STORM WATER STORAGE DEPARTMENT AT 252-329-4888, 48 HOURS PRIOR TO MAKING EMH = ELECTRIC MANHOLE
TRENCH, SEE B2/L2.1 12 LF BAR HEIGHT DRINK RAIL WITH CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBIC FDC = FIRE DEPARTMENT CONNECTION
THREE (3) BACKED BAR CHAIRS, SEE STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY. FH = FIRE HYDRANT
24' A1/L6.1 & A2/L6.1 11. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED FOCB = FIBER OPTIC CABLE BOX
BETWEEN THE HOURS OF 9:00AM AND 4:00PM, MONDAY THROUGH GM = GAS METER
FRIDAY, UNLESS OTHERWISE PERMITTED BY THE TRAFFIC ENGINEER. IN GW = GUY WIRE
RELOCATED TWO PEAK BIKE 40' 24' ADDITION, THERE WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING JB = JUNCTION BOX
RACK 13' THE DAY BEFORE OR AFTER SAID HOLIDAY. A TRAFFIC CONTROL PLAN MB = MAIL BOX
PREPARED IN ACCORDANCE WITH THE NCDOT MANUAL OF UNIFORM MH = MANHOLE
REPLACE EXISTING WATER FOUNTAIN WITH 15' TRAFFIC CONTROL DEVICES IS REQUIRED FOR ALL LANE CLOSURES AND PIV = POST INDICATOR VALVE
MUST BE APPROVED BY THE TRAFFIC ENGINEER. POB = POINT OF BEGINNING
ONE (1) BI-LEVEL PEDESTAL UPPER BOTTLE
FILLING STATION, SEE C3/L6.1 6' 12. ALL SITE LIGHTING SHALL COMPLY WITH THE LIGHTING STANDARDS FOR PP = POWER POLE
THE CITY OF GREENVILLE. SSMH = SANITARY SEWER MANHOLE
13. CONTACT CITY OF GREENVILLE ENGINEERING DEPARTMENT AT RCP = REINFORCED CONCRETE PIPE
REPAIR EXISTING PICNIC SHELTER 7.5' 3.6' 252-329-4888 FOR PRE-POUR INSPECTION PRIOR TO POURING R/W = RIGHT-OF-WAY
COLUMNS PER STRUCTURAL 30' CONCRETE IN RIGHT OF WAY. SI = SIGN
REPORT & DETAILS ONE (1) IN-GROUND
14. REFUSE COLLECTION METHOD: PUBLIC SERVICE. CARDBOARD IS NOT WM = WATER METER
MOUNTED GRILL, SEE B3/L6.1
ACCEPTED BY THE LANDFILL. WS = WATER SPIGOT
WV = WATER VALVE
ONE (1) RECYCLED PLASTIC 5' 29.5' CARDBOARD (RECYCLE) CONTAINER SITES (PADS) OR OTHER OUTSIDE YL/FL = YARD LIGHT/FLOOD LIGHT
PICNIC TABLE WITH ADA ACCESS, 4' ONE (1) 32 GALLON TRASH STORAGE/STACKING (RECYCLE) AREAS SHALL BE LOCATED BY = NOT TO SCALE
SEE C2/L6.1 RECEPTACLE, SEE C1/L6.1
CONTRACTOR. = NO POINT SET
= OVERHEAD ELECTRIC
EXISTING RELOCATED IN-GROUND RESIDENTIAL: PUBLIC SERVICE REQUIRED PER TITLE 6, CHAPTER 3 OF = SEWER LINE
ONE (1) CONCRETE TABLE 11.3' PICNIC MOUNTED GRILL THE CITY CODE. = STORM DRAIN
TENNIS TABLE, SEE A5/L6.1 SHELTER = UNDERGROUND ELECTRIC LINE
NON-RESIDENTIAL: PRIVATE SERVICE ONLY. THE APPLICANT SHALL, AT = UNDERGROUND GAS LINE
40'X8' STABILIZED DECOMPOSED GRANITE
3' WIDE STORM WATER STORAGE THE TIME OF APPLICATION, SPECIFY THE METHOD OF PRIVATE REFUSE = WATER LINE
CORNHOLE COURT WITH 6" CONCRETE
TRENCH, SEE B2/L2.1 DISPOSAL. SERVICEABLE CONTAINER SITES (PADS) SHALL BE LOCATED
20.5' EDGING, SEE C3/L6.0 & B5/L6.0 FOR IMMEDIATE OR FUTURE USE REGARDLESS OF THE DISPOSAL
ONE (1) CONCRETE FOOSBALL OPTION.
ONE (1) 8' BACKED RECYCLED PLASTIC
TABLE, SEE B5/L6.1
10' BENCH, SEE A3/L6.1 THE LOCATION(S) AND DESIGN DETAILS FOR SUCH CONTAINER SITES
(PADS) SHALL BE APPROVED BY THE CITY ENGINEER IN ACCORDANCE
13.5' 7.3' WITH THE MANUAL OF STANDARDS, DESIGNS AND DETAILS.
ADA ACCESS ROUTE SWALE CENTERLINE 15. PROJECT IS EXEMPT FROM STORMWATER PERMIT REQUIREMENTS AS A
PARKS & RECREATION PROJECT WITH A TOTAL DISTURBANCE LESS
ONE (1) CONCRETE CORNHOLE BOARD SET, THAN 1 ACRE.
SEE B4/L6.1
44'
SITE DATA
(a) TOTAL AREA IN SITE 0.64 ACRES (27,878.4 SF)
LIGHT-DUTY CONCRETE, SEE B2/L6.0 &
5' WIDE LIGHT-DUTY CONCRETE (b) TOTAL AREA DISTURBED 0.70 ACRES (30,723 SF)
D4/L6.0
SIDEWALK, SEE B1/L6.0 & D5/L6.0 2/L1.0
FOR PLAYGROUND EDGE 10' HEIGHT ATHLETIC FENCE 234 LF WITH (c) CURRENT ZONING R6S
CONDITIONS TWO (2) 4' WIDE SINGLE GATES, SEE B2/L6.1
30'
LAND USE CLASSIFICATION RESIDENTIAL SINGLE FAMILY
MULTI-SPORT COURT WITH STRIPING, HOOP &
59'
NET FOR HALF COURT BASKETBALL, PICKLEBALL, (d) SUBDIVISION NAME, BLOCK & LOT N/A
VOLLEYBALL & BADMINTON ON ASPHALT COURT
81'
SURFACING, SEE 2/L1.1 & C4/L6.0
TAX MAP AND PARCEL NUMBER 36323 1/L1.1
ALTERNATE 2: MULTI-SPORT COURT
OPEN PLAY LAWN SURFACING ON LIGHT-DUTY CONCRETE STREET ADDRESS 114 N WOODLAWN AV, GREENVILLE, NC
DECOMPOSED GRANITE WITH SLAB, SEE B2/L6.0 & D4/L6.0 FOR BASE, 2/L1.1 27834
STABILIZER, SEE C3/L6.0 FOR SURFACING COLOR & C3/L6.1 FOR
TWO (2) 8' BACKLESS RECYCLED SURFACING DETAIL (e) ACREAGE IN COMMON AREA N/A
PLASTIC BENCHES, SEE A4/L6.1 26' Digitally signed by Andrew C Harrell
(f) ACREAGE IN RECREATION AREA 0.64 ACRES (27878.4 SF) Date: 2026.04.13 20:25:43-04'00'
30" CURB & GUTTER, TYP.
SEE C1/L6.0 6" CONCRETE EDGING, SEE 100' R6.5' 1" PILE HEIGHT ARTIFICIAL TURF GRASS (g) TOTAL NUMBER OF UNITS / BEDROOMS N/A
A5/L6.0 & B5/L6.0
SURROUNDING FRINGE AREA, SEE B4/L6.0
EXISTING ROAD SIGN, (h) GROSS FLOOR AREA N/A
PROTECT IN PLACE 1" PILE HEIGHT ARTIFICIAL TURF GRASS
2
PUTTING GREEN WITH AT LEAST THREE (i) BUILDING LOT COVERAGE (EXISTING FOR ENTIRE SITE) N/A
2' ASPHALT PATCH, ENGINEERED (3) GOLF HOLES, SEE B4/L6.0 POURED IN
TYP. SEE A3/L6.0 WOOD FIBER (BY PLACE RUBBER BUILDING LOT COVERAGE (EXISTING FOR PROJECT
PLAYGROUND 0
TRANSITION CURB R5' (BY PLAYGROUND LIMITS)
VENDOR)
VENDOR)
ONE (1) TWO PEAK BIKE ACADIA NOBLEWINS BENCH ON MOUNTED
5-FT WIDE CURB RACK, SEE B1/L6.1 ON LIGHT-DUTY CONCRETE (OWNER TO (j) BUILDING HEIGHT (FEET & STORIES) N/A
RAMP, SEE D1/L6.0 PROVIDE, CONTRACTOR TO INSTALL)
TOTAL NUMBER OF PARKING SPACES REQUIRED FOR 5' (k) 0
RECREATIONAL USE 5' 21.3' 24.5' 20' 40' 20' TOTAL NUMBER OF PARKING SPACES (EXISTING
0
50' ONE (1) 32 GALLON TRASH GRAVEL)
10' RECEPTACLE, SEE C1/L6.1
5' 30' TOTAL NUMBER OF PARKING SPACES PROVIDED 0
DECOMPOSED GRANITE WITH
R10' STABILIZER, SEE C3/L6.0 TOTAL NUMBER OF ACCESSIBLE PARKING SPACES
20' (l) 0
(EXISTING)
ENGINEERED 30" CURB & GUTTER, TYP.
WOOD FIBER (BY 40' SEE C1/L6.0 TOTAL NUMBER OF ACCESSIBLE PARKING SPACES
TYPE 2A ADA ACCESSIBLE PLAYGROUND 2
RAMPS WITH TRUNCATED 6.5' VENDOR) 2' ASPHALT PATCH, TYP. (PROVIDED)
DOMES, SEE D2/L6.0 5' SEE A3/L6.0 TOTAL SQUARE FEET OF IMPERVIOUS AREA (EXISTING
(m) 550 SF (1.9%)
WITHIN LOD)
7'
48" VALLEY GUTTER, TYP. 36' TOTAL SQUARE FEET OF IMPERVIOUS AREA (PROPOSED
9,800 SF (35.1%)
SEE C2/L6.0 WITHIN LOD; BASE BID)
18" X 18" CURVED 30 LF
TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA
PRE-CAST CONCRETE 11,792 SF (42.3%)
18" X 18" CURVED 16 LF SEATWALL, SEE C5/L6.1 (PROPOSED WITHIN LOD; ALTERNATE 1)
PRE-CAST CONCRETE 6' BUFFERYARD A
SEATWALL, SEE C4/L6.0 NEW PERCENT IMPERVIOUS (BASE BID) 35.1%
REINSTALL EXISTING
STOP SIGN NEW PERCENT IMPERVIOUS (ALTERNATE 1) 42.3%
ONE (1) 8' BACKED RECYCLED PLASTIC
RAISED CURB RELOCATED COG 18" X 18" CURVED 38 LF BENCH, SEE A3/L6.1
WOODLAWN PARK SINAGE PRE-CAST CONCRETE
SEATWALL, SEE C5/L6.1 6" CONCRETE
PLAYGROUND EDGING, SEE
2' ASPHALT PATCH, TYP. A5/L6.0
SEE A3/L6.0
30" CURB & GUTTER, TYP.
SEE C1/L6.0
SCALE 1"=10'
SITE PLAN TURF PUTTING GREEN ALTERNATE 1
1 SCALE 1"=20' 2
L1.0 SCALE: 1:20 L1.0 SCALE: 1:10 10' 5' 0' 10'
20' 10' 0' 20'
SITE PLAN
N
R
KNOW WHAT'S BELOW L1.0
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG

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
CITY OF GREENVILLE, NC
200 W 5TH ST.
GREENVILLE, NC 27858
(252) 329-2489
8
40
24 16
STOP SIGN 48 48
TEG PROJECT NO.
20250079
CLIENT PROJECT NO.
----
PROJECT TITLE
WOODLAWN
PARK
IMPROVEMENTS
DRAWING TITLE
DRAWING NO.
)5202
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6202-82-10
A
STNEMUCOD
DIB/TIMREP
ROF
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6202-71-30
B
DIB
ROF
EUSSI
6202-31-40
C
ISSUED FOR BID
HA
BC
HA
BC
HA
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LEGEND
ECM = EXISTING CONCRETE MONUMENT
EIP = EXISTING IRON PIPE
ENGINEERED WOOD FIBER AND POURED IN
EIS = EXISTING IRON STAKE
PLACE SURFACING LAYOUT SHOWN ON
EPK = EXISTING PK NAIL
SHEET L1.0
NPK = NEW PK NAIL
NIP = NEW IRON PIPE
RWM = RIGHT-OF-WAY MONUMENT
PLAYGROUND EQUIPMENT, ENGINEERED
CONTEMPORARY AL = AREA LIGHT
WOOD FIBER AND POURED IN PLACE
THREE-WAY END ALB = AREA LIGHT BASE (NO POLE OR LIGHT)
SURFACING TO BE PROVIDED AND
SUPPORT SWING SEAT BLRD = BOLLARD
INSTALLED BY OTHERS. CONTRACTOR IS
BFP = RPZ/BACK FLOW PREVENTER
RESPONSIBLE FOR COORDINATING
CB = CATCH BASIN
INSTALLATION WITH PLAYGROUND
CLF = CHAIN LINK FENCE
EQUIPMENT VENDOR
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
BRAVA UNIVERSAL SWING
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
ELEVATE VICTORY WALL WV = WATER VALVE
YL/FL = YARD LIGHT/FLOOD LIGHT
= NOT TO SCALE
= NO POINT SET
= OVERHEAD ELECTRIC
SMALL INCLUSIVE ORBIT
= SEWER LINE
= STORM DRAIN
= UNDERGROUND ELECTRIC LINE
LEVEL X = UNDERGROUND GAS LINE
= WATER LINE
MATERIALS LEGEND
LIGHT-DUTY CONCRETE
DECOMPOSED GRANITE
DOOR KNOB JAM
NICHE CAPSULE
NUCLEUS NU
Digitally signed by Andrew C Harrell
Date: 2026.04.13 20:25:59-04'00'
PLAYGROUND EQUIPMENT PLAN
1 SCALE 1"=10'
L1.1 SCALE: 1:10
10' 5' 0' 10' ALTERNATE 2: COURT
BASE BID, ONE (1) BASE BID, VOLLEYBALL BASE BID, HALF-COURT
SURFACE.
ADJUSTABLE COURT STRIPING. LINE BASKETBALL STRIPING.
COLOR: EMERALD
BASKETBALL HOOP COLOR: BLACK LINE COLOR: WHITE GREEN
ALTERNATE 2: COURT
BOARDER & RAMPS.
COLOR: TITANIUM 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
BASE BID: ONE (1) ADJUSTABLE NET
FOR RECREATION PICKLEBALL,
VOLLEYBALL & BADMITTON.
REMOVABLE FROM POLE FOR EASY
HALF COURT BASKETBALL PLAY.
PLAYGROUND EQUIPMENT
PLAN & MULTI-SPORT
COURT PLAN
MULTI-SPORT COURT STRIPING & COLOR PLAN 2 N
R
L1.1 SCALE: N.T.S.
KNOW WHAT'S BELOW L1.1 CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG

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
EX: 23.08 NC Interior Design License No. 1007
NC Engineering License No. C-0206
O NC Landscape Architectural License No. C-427
H
T EX: 23.57
eastgroup.com
OHT
BC: 23.77
S EX: 23.62
F
24 BC: 23.83
OHT
24 OHT
SF BC: 24.59
BC: 24.50 EX: 24.54 OHT
25 SF
25.85 24.58
25.87 BC: 24.31 24.50
CITY OF GREENVILLE, NC
25.82 S 25 F EX: 25.95 25.82 200 W 5TH ST.
24.61
GREENVILLE, NC 27858
25.88 25.75 (252) 329-2489
EX: 25.89 25.66 F
S
26.30
26.30
SF 26
26.01 26.17
EX: 26.21
EX: 25.98 S
F
26.01
26.11
26.30
26.10
X X 26 S F 26.30
26.33 X
F S X 26.28 26.30
26.22X 26.23
X 26.24
X
X X
F
X S
27.28
F S X 27 27.25
26.47 26.65 X
26.57
X
26.61
X X
26.70 X S F
S F 27 X
X
X
X 27.70
27.66 X X
27.75
27.83
27.99
F S 27.94
27.93 28.09
28.12 28.07 28.46
27.77
28
27.87 28.44
???
28.39
28.30
F S 27.48 27.58
27.68
28.57
FS 27.66 27.78 28 28.53
EX: 27.17 27.62
27.59 27.76 29
27.70
27.67 28.81 28.81
EX: 27.08 28.89 28.88
BW: 27.94
28.19 TW: 30.50
28.11
BC: 27.91 TW: 29.71 BW: 29.00
27.96
28.91 S F
EX: 29.00
27.60 27.74 28.28 28.37 29.00
BW: 29.00 30
BW: 28.21 EX: 27.9 2 0 7.60 OHT 27.64 27 2 . 8 8 . 6 36 TW: 29.71 28.91 TW: 30.50 TW: 30.50 27.73
BW: 29.63 EX: 29.08
EX: 27.74 OHT
SF
28.52 28.78
28.34 BW: 29.50
27.80 28.57 29 SF TW: 30.50
BC: 28.28
OHT
30 SF 28.80
EX: 28.03 29.70 28.00 28.63 9
2
EX: 28.55
OHT
SF
T OHT 29.60
EX: 28.26 O H
OHT
EX: 28.80 EX: 28.94
O 29
OHT
H T
OHT
TEG PROJECT NO.
29
OHT 20250079
CLIENT PROJECT NO.
----
PROJECT TITLE
WOODLAWN
PARK
IMPROVEMENTS
DRAWING TITLE
DRAWING NO.
)5202
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6202-82-10
A
STNEMUCOD
DIB/TIMREP
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6202-71-30
B
DIB ROF
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6202-31-40
C
ISSUED FOR BID
HA
BC
HA
BC
HA
BC
GRADING NOTES GRADING LEGEND
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS PRIOR BC BACK OF CURB
TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL CONDITIONS
BS BOTTOM OF STAIR
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
BW BOTTOM OF WALL
CB CATCH BASIN
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT IS RECOMMENDED
THAT ALL BUILDING, PARKING AND DRIVEWAY AREAS BE ROLLED WITH A CO CLEAN OUT
VIBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE. C.T. CURB TAPER
STRAW WATTLE, SEE A2/L2.1 COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF THE STANDARD EP EDGE OF PAVEMENT
PROCTOR MAXIMUM DRY DENSITY WILL BE REQUIRED PRIOR TO ENGINEER'S EX. EXISTING
APPROVAL FOR FILL PLACEMENT.
FE FINISHED ELEVATION
FFE FINISH FLOOR ELEVATION
3. CONTRACTOR SHALL CONTACT THE ENGINEER AND SCHEDULE A PROOF ROLL
FL FLOW LINE
FOR SUBGRADE AND WHEN AGGREGATE BASE COURSE HAS BEEN INSTALLED.
ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD FOCB FIBER OPTIC CABLE BOX
PROCTOR MAXIMUM DRY DENSITY (ASTM D698). HP HIGH POINT (OF SWALE, TYP)
INV. INVERT
4. ALL CULVERT CLEANOUT MUST BE DONE SUCH THAT THE SEDIMENT IS EITHER JB JUNCTION BOX
EXTRACTED OR BLOWN UPSTREAM FOR CLEANUP. UNDER NO
LF LINEAR FEET
3' WIDE STORM WATER STORAGE CIRCUMSTANCES SHALL SEDIMENT BE BLOWN DOWNSTREAM.
LP LOW POINT
TRENCH, SEE B2/L2.1 5. GRADING CONTRACTOR SHALL TEMPORARY SEED AND MULCH ALL DISTURBED
M.E. MATCH EXISTING
AREAS IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 14 DAYS OF
COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE RCP REINFORCED
GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN CONCRETE PIPE
THE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE TA TOP OF ASPHALT
CURB RAMP GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE TC TOP OF CONCRETE
ACCUMULATED.
TS TOP OF STAIR
TSW TOP OF SIDEWALK
6. ALL EXCESS TOPSOIL STRIP MATERIAL TO BE HAULED OFF-SITE AND DISPOSED
TW TOP OF WALL
OF AT AN APPROVED SITE.
TYP. TYPICAL
7. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL & RAKED DOWN, YI YARD INLET
REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING &
PLANTING. x 26.00 EX. SPOT ELEVATION GRADE BREAK LINES
26 EXISTING CONTOUR
8. ALL DEWATERING OPERATIONS SHALL BE FILTERED PRIOR TO LEAVING THE EX. STORM DRAIN
3' WIDE STORM WATER STORAGE SITE. PROPOSED STORM PIPE
TRENCH, SEE B2/L2.1
SILT FENCE
9. CONTRACTOR TO CONTACT GUC (252-551-1551) TO SCHEDULE INSPECTION OF
LIMITS OF DISTURBANCE
ALL STORM PIPE / SEWER MAIN CROSSINGS.
26 PROPOSED CONTOUR
SILT FENCE OUTLET, PROPOSED ROOF DRAIN
SEE B1/L2.1
INLET PROTECTION
CURB RAMP NOTES
GRADE BREAK
1. EXISTING TOPOGRAPHIC SURVEY DOES NOT EXTEND BEYOND THE
TREE PROTECTION FENCE
CENTERLINE OF THE ADJACENT ROADWAY. ELEVATIONS SHOWN FOR CURB
RAMP TIE-IN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FIELD
SWALE CENTERLINE CONDITIONS AND COORDINATE FINAL ELEVATIONS TO ACHIEVE SILT FENCE OUTLET 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.
CONCRETE WASHOUT, SEE C1/L2.1
FRENCH DRAIN 56
LF, SEE A3/L2.1 Digitally signed by Andrew C Harrell PROPOSED CURB RAMP IS OUTSIDE OF Date: 2026.04.13 20:26:16-04'00'
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
MATCH EXISTING TOP &
BOTTOM OF CURBS
FRENCH DRAIN 48 LF, LIMIT OF DISTURBANCE
SEE A4/L2.1
FRENCH DRAIN 24 LF,
SEE A3/L2.1
CURB RAMP
MAINTAIN EXISTING GUTTER DRAIN DIRECTION
CURB RAMP
SILT FENCE, SEE A1/L2.1
STRAW WATTLE, SEE
A2/L2.1
GRADING, DRAINAGE & EROSION CONTROL PLAN
1 SCALE 1"=20'
L2.0 SCALE: 1:20
20' 10' 0' 20' GRADING, DRAINAGE &
EROSION CONTROL PLAN
N
R
KNOW WHAT'S BELOW L2.0 CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG

DATE: PAGE: DATE: PAGE: 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE WIRE FENCE FILTER FABRIC S T T O A W KE E S D A G N E G W LE A T ST T A LE KES
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE ONTO GROUND
STEEL POST PLASTIC OR BACKFILL TRENCH MATTING WIRE
AND COMPACT
WIRE FENCE THOROUGHLY STEEL POST UPSLOPE MATTING
18-24" 8" MIN. Spacing Between Socks / Wattles (Feet)
PLASTIC OR Channel Slope (%) 8-inch Diameter Sock 12-inch Diameter Sock WIRE TIES 24" 1 67 100
2 33 50
3 22 33
4" MIN. 4 17 25 8" DOWN & 4" FORWARD
CROSS SECTION VIEW NOTES: 5 13 20
ALONG THE TRENCH 24" 1.Other materials providing equivalent protection against erosive velocities may be substituted for Max. Slope Length and Slope for Which compost use in silt socks or wattles.
Notes: FILTER FABRIC Sediment Fence is Applicable MIN. 2 STAKES ON UPSLOPE MIN. 4 STAKES ON DOWNSLOPE 2.Fill silt sock/wattle netting uniformly to the desired length such that logs do not deform. 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. Slope Slope Length (ft) Max. Area (ft2) 3.Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may <2% 100 10,000 4.Install silt sock/wattle(s) to a height on slope so flow will not wash around silt sock/wattle and impound volumes of water sufficient to cause failure of the structure) 2 to 5% 75 7,500 scour slopes, or as directed. 3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are 5 to 10% 50 5,000 5.Install a minimum of two up-slope stakes and four down-slope stakes at an angle to wedge silt necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post. sock/wattle to ground at bottom ditch. Use staples to secure silt sock/wattle to the ground to 10 to 20% 25 2,500
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the prevent undermining. wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the >20% 15 1,500 MATTING 6.The use of flocculants such as Polyacrylamide (PAM) is recommended. Apply flocculants on top
fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength. Maintenance: V- DITCH SECTION VIEW of sock/wattle and to matting on either side of sock/wattle according to manufacturer 5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely 1. Inspect all measures at least weekly and after each rainfall of 1.0 recommended rates. Reapply after each 1.0 inch rainfall.
into the ground a minimum of 24 inches. Wire mesh should be a minimum 14-gauge with 6 inch mesh spacing. inch or greater. Make any required repairs immediately. 6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the 2. Should the fabric of a sediment fence collapse, tear, decompose, MIN. 2 STAKES ON UPSLOPE MIN. 4 STAKES ON DOWNSLOPE MAINTENANCE: filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength. or become ineffective, replace it promptly. 1.Inspect all measures weekly and after each rainfall of 1.0 inch or greater. Remove accumulated
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope 3. Remove sediment deposits as necessary to provide adequate sediment and any debris.
from the barrier. storage volume for the next rain and reduce pressure on the 2.Silt sock/Wattle(s) must be replaced if clogged or torn.
8. Place 12 inches of fabric along the bottom and side of the trench. fence. Take care to avoid undermining the fence during cleanouts. 3.If ponding becomes excessive, the silt sock/wattle may need to be replaced with a larger diameter
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to 4. Remove all fencing materials and unstable sediment deposits and or a different measure.
silt fence performance. bring the area to grade and stabilize it after the contributing 4.Reinstall if damaged or dislodged.
10.Do not attach filter fabric to existing trees. drainage area has been properly stabilized. MATTING 5.Silt socks/Wattles shall be inspected until land disturbance is compete and the area above the
11.Do not place across ditches, streams, or any other areas of concentrated flow. TRAPEZOIDAL DITCH SECTION VIEW measure is permanently stabilized.
Effective Date: 9/1/2023 Effective Date: 9/1/2023
SEDIMENT FENCE In accordance with the 2013 SILT SOCK / WATTLE FOR CHECK DAM In accordance with the 2013
NDeOpRarTtmHe CntA oRf OEnLvIiNroAnmental Quality Design Manual Updates NDeOpRarTtmHe CntA oRf OEnLvIiNroAnmental Quality Design Manual Updates
SILT SEDIMENT FENCE
L2.1 NTS
ELTTAW ELTTAW
PLYWOOD BLACK LETTERS 48" X 24" 6" HEIGHT
PAINTED WHITE
LAG SCREWS
CONCRETE
WASHOUT
WOOD POST
3.5" X 3.5" X 8'
STRAW BALE 10 mil PLASTIC
LINING
NATIVE MATERIAL
(OPTIONAL)
10' MIN
10' MIN
SANDBAG
BINDER WIRE
SANDBAG
10 mil PLASTIC
LINING
WOOD OR
METAL
STAKES (2
PER BALE)
LATH AND
FLAGGING
10 mil PLASTIC ON 3 SIDES
LINING STRAW BALE BERM
TYP.
10 mil PLASTIC
LINING
CONCRETE WASHOUT
BERM
L5.0 NTS
TOP OF BANK
M DO IN W . 4 N S S L T O A P K E ES ON SILT W S A O TT C L K E / DOWNSLOPE M O IN N . 2 U P S L T S A O KE P S E MATTING FLOW FLOW ISOMETRIC VIEW
DITCH SLOPE
PLAN VIEW
SILT SOCK/WATTLE
L2.1 NTS
NIM
'01
CORPORATE OFFICE
324 Evans Street
NOTES:
Greenville, NC 27858
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD BUT NOT WITHIN 50FT OF A PROPOSED/ EXISTING CATCH BASIN AND/
Tel 252.758.3746
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.
BRANCH OFFICE
3. GEOMEMBRANE BASIN LINER SHALL CONSIST OF A POLYPROPLENE OR POLYETHYLENE 10 MIL THICK GEOMEMBRANE.
4325 Lake Boone Trail, Suite 311
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. Raleigh, NC 27607
Tel 919.784.9330
MAINTENANCE:
NC Architectural License No. 50213
1. MAINTAIN WASHOUT STRUCTURE TO PROVIDE ADEQUATE CAPACITY PLUS A MINIMUM OF 12 INCHES. REMOVE AND
NC Interior Design License No. 1007
DISPOSE HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION AFTER REACHING 75% NC Engineering License No. C-0206
CAPACITY. NC Landscape Architectural License No. C-427
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 eastgroup.com
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.
CITY OF GREENVILLE, NC
200 W 5TH ST.
GREENVILLE, NC 27858
(252) 329-2489
C1
4' MIN.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE
FRONT VIEW
BURY WIRE FENCE,
HARDWARE CLOTH FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
FILTER OF #57 STEEL FENCE POST
WASHED STONE SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
3' FILTER FABRIC
ON GROUND 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.
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.
BURY WIRE FENCE BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
2.Remove sediment when half of stone outlet is covered.
SECTION VIEW
3.Replace stone as needed to facilitate de-watering.
SLIT FENCE OUTLET B1
L5.0 NTS
TEG PROJECT NO. 20250079
CLIENT PROJECT NO.
----
PROJECT TITLE
WOODLAWN
PARK
IMPROVEMENTS
DRAWING TITLE
DRAWING NO.
A1 A2
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6202-82-10
A
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DIB/TIMREP
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6202-71-30
B
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6202-31-40
C
ISSUED FOR BID
HA
BC
HA
BC
HA
BC
"2
1
)N
IM
(
11%% MIN
4" 11%% MIN
FILTER FABRIC EXTEND UP SIDE 4" MIN.
1% MIN
COMPACTED SUB-GRADE 4"
95% STANDARD PROCTOR 16" GRADING, DRAINAGE &
#57 STONE WRAPPED IN
NON-WOVEN FILTER FABRIC EROSION CONTROL
DETAILS
L2.1
"6-'1
Digitally signed by Andrew C Harrell Date: 2026.04.13 20:26:30-04'00'
TURF GRASS
TOPSOIL
4"
3'
0.5"
2'
GEOTEXTILE FABRIC
#57 WASHED STONE
NATIVE SUB-GRADE
STORM WATER STORAGE TRENCH B2
L2.1 NTS
ROLLED EDGE OF
SIDEWALK ADJACENT
TO PLAY SURFACING DEPTH OF ENGINEERED WOOD R=.75" MULCH (POST NORMAL SETTLING) (TYP) (TYP)
WIDTH OF SIDEWALK
SEE SHEETS L1.1
FOR LAYOUT DEPTH OF ENGINEERED WOOD MULCH (POST NORMAL SETTLING) (TYP)
POURED IN PLACE PLAYGROUND SURFACING (BY
OTHERS)
"2 1 )N IM (
4" MIN
"2 1 )N IM " ( 6
1 1% MIN
4" COMPACTED SUB-GRADE
95% STANDARD PROCTOR " 6 1
#57 STONE WRAPPED IN
NON-WOVEN FILTER FABRIC
16"
TOP OF SLOPE CONDITION BOTTOM OF SLOPE CONDITION
FRENCH DRAIN BELOW WOOD FIBER MULCH FRENCH DRAIN BELOW WOOD FIBER MULCH
AT CONCRETE SIDEWALK AT POURED IN PLACE SURFACING
A3 A4
L2.1 NTS L2.1 NTS

Symbol Key Quantity Botanical Name (Common Name) Native Height Spread Caliper Cont. Notes
TREES
Ginkgo biloba 'Autumn Gold' (Maidenhair Male; single, straight leader;
GB 4 Tree) 12' min - 2" min - full crown
CORPORATE OFFICE
QS 4 Quercus phellos (Willow Oak) N 14' min - 3" min - Single, straight leader; full 324 Evans Street crown
Greenville, NC 27858
Tel 252.758.3746
QC 2 Quercus coccinea (Black Oak) N 14' min - 3" min - Single, straight leader; full
crown
BRANCH OFFICE
SMALL TREES 4325 Lake Boone Trail, Suite 311
Raleigh, NC 27607
Tel 919.784.9330
Cercis canadensis 'Forest Pansy' (Forest Single, straight leader; full
CC 4 Pansy Redbud) N 10' min - 2" min - crown
NC Architectural License No. 50213
SHRUBS NC Interior Design License No. 1007
NC Engineering License No. C-0206
NC Landscape Architectural License No. C-427
O H T VS 4 V Bo ib u u q r u n e u t m V t ib in u u r s n ' u S m pr ) ing Bouquet' (Spring 30" min - - #7 Plant @ 5' oc eastgroup.com
Juniperus virginiana 'Grey Owl' (Grey Owl
OHT JV 2 Juniper) N - 15" min - #3 Plant @ 6' oc
OHT IS 2 H Ile o x ll y v ) omitoria 'Schillings' (Dwarf Yaupon N 15" min - - #3 Plant @ 3' oc
OHT
Ilex glabra 'Gem Box(R)' (Gem Box(R) Inkberry
IG 15 Holly) N 15" min - - #3 Plant @ 3' oc
OHT
PERENNIALS & GRASSES
Achillea millefolium 'Sunny Seduction' CITY OF GREENVILLE, NC
AS 13 (Yarrow) N 12" min - - #3 Plant @ 24" oc
200 W 5TH ST.
Lagerstroemia 'Bellini(R) Grape' (Bellini GREENVILLE, NC 27858
LB 4 Grape Crape Myrtle) 15" min - - #2 Plant @ 3' oc (252) 329-2489
RB 11 Rosa 'Easy Bee-zy(TM)' (Rose) 18" min - - #3 Plant @ 3' oc
Sporobolus heterolepis (Prairie Dropseed SP 24 Grass) N 8" min - - #1 Plant @ 24" oc
Pennisetum orientale 'Karley Rose' (Oriental
KR 39 Fountain Grass) 15" min - - #3 Plant @ 3' oc, Full
- 5,275 SQFT TifTuf(R) Bermuda Sod - - - - -
- 1,835 SQFT Mulch - - - - -
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T H TEG PROJECT NO.
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20250079
OHT
CLIENT PROJECT NO.
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PROJECT TITLE
WOODLAWN
PARK
IMPROVEMENTS
DRAWING TITLE
DRAWING NO.
)5202
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6202-82-10
A
STNEMUCOD
DIB/TIMREP
ROF
EUSSI
6202-71-30
B
DIB
ROF
EUSSI
6202-31-40
C
ISSUED FOR BID
HA
BC
HA
BC
HA
BC
PLANTING NOTES:
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
QS (1) ENCROACHMENTS, AS SHOWN. ON THIS PLAN.
G. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL CONSTITUTE NOT MORE THAN
RB (11) TWENTY-FIVE (25) PERCENT OF THE TOTAL REQUIREMENT FOR THE SPECIFIC CATEGORY:
QS (1) LARGE TREE CATEGORY:
RIVER BIRCH
6' BUFFERYARD A SMALL TREE CATEGORY:
QS (1) ARISTOCRAT PEAR,
QS (1) EXISTING TREE CAPITOL PEAR, AND
(1) QUERCUS PHELLOS (WILLOW OAK) CLEVELAND SELECT PEAR.
> 10" CALIPER - PROTECTED AND
CLAIMED FOR 4 LARGE TREES EVERGREEN SHRUB CATEGORY: IG (4)
RED TIP PHOTINIA
SEED ALL DISTURBED AREAS
KR (10) H. ALL CONTAINER PADS SHALL BE ENCLOSED ON THREE (3) SIDES IN ACCORDANCE WITH UDO SEC. 7.3.7 EXISTING TREE
(SCREENING STANDARDS).
QUERCUS PHELLOS (WILLOW OAK)
> 10" CALIPER - PROTECTED AND
I. ALL PARKING AREAS SHALL BE SCREENED IN ACCORDANCE WITH UDO SEC. 7.3.7 (SCREENING STANDARDS). CLAIMED FOR 8 SMALL TREES
VEGETATION MATERIALS SHALL BE EVERGREEN.
KR (17)
J. EXISTING VEGETATION TO BE VERIFIED AT TIME OF INSPECTION.
EXISTING TREE
(1) QUERCUS NIGRA (WATER OAK) K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS IN ACCORDANCE WITH
>10" CALIPER - PROTECTED AND STATE BUILDING CODE.
CLAIMED FOR 4 LARGE TREES
SOD
PLANTING DATA TABLE
66 NATIVE PLANTS/128 TOTAL PLANTS = 52% NATIVE
MINIMUM NATIVE VEGETATION
SPECIES
PERCENT REQUIREMENT
5 LARGE TREES/AC = 4 LARGE TREES (10 PROVIDED)
GB (3) TOTAL VEGETATION REQUIREMENT
2/L1.0 10 SMALL TREES/AC = 7 SMALL TREES (8 CLAIMED FOR PER SITE ACREAGE
CREDIT FROM EXISTING TREES)*
25 SHRUBS/AC = 18 SHRUBS (23 PROVIDED)
TOTAL STREET VEGETATION REQUIREMENT 3 LARGE TREES/100LF FRONTAGE:
FOR PUBLIC ROAD NORTH WOODLAWN AVE. 237 LF = 7 LARGE TREES
6' BUFFERYARD A PARK DR. 522 LF = 16 LARGE TREES
MULCH RING TOTAL REQ = 23 TOTAL PROVIDED = 10 (+14 CLAIMED
SOD FOR CREDIT FROM EXISTING TREES)*
EXISTING TREE
(1) QUERCUS NIGRA (WATER OAK)
>24" CALIPER - PROTECTED AND Digitally signed by Andrew C Harrell
CLAIMED FOR 6 LARGE TREES TOTAL SCREENING REQUIREMENT FOR BUFFERYARD A: NO REQUIREMENTS Date: 2026.04.13 20:26:47-04'00'
EACH BUFFERYARD
IG (4) * EXISTING TREES CLAIMED FOR CREDIT:
* (1) QUERCUS NIGRA (WATER OAK) >24" CALIPER - PROTECTED AND CLAIMED FOR 6 LARGE TREES
KR (6) PER ALTERNATE 1 REMOVE 1,992 SF * (1) QUERCUS NIGRA (WATER OAK) >10" CALIPER - PROTECTED AND CLAIMED FOR 4 LARGE TREES
CC (2) OF SOD, SEE 2/L1.0 FOR ADDITIONAL * (1) QUERCUS PHELLOS (WILLOW OAK) > 10" CALIPER - PROTECTED AND CLAIMED FOR 8 SMALL TREES
INFORMATION * (1) QUERCUS PHELLOS (WILLOW OAK) > 10" CALIPER - PROTECTED AND CLAIMED FOR 4 LARGE TREES
MULCH BED
IG (4)
JV (1)
KR (3)
AS (7)
LB (2) CC (2)
VS (4)
SOD
MULCH BED
IS (2)
SP (24) LB (2)
QC (1)
IG (3)
AS (6)
JV (1)
KR (3)
QC (1)
SEED ALL DISTURBED AREAS
6' BUFFERYARD A
GB (1)
SCALE 1"=10'
PLANTING PLAN TURF PUTTING GREEN ALTERNATE 1
1 SCALE 1"=20' 2
L4.0 SCALE: 1:20 L4.0 SCALE: 1:10 10' 5' 0' 10'
20' 10' 0' 20'
PLANTING PLAN
N
R
KNOW WHAT'S BELOW L4.0 CALL BEFORE YOU DIG!
1-800-632-4949
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