25-26-47 Wildwood_West_Pier_IFB_Set_sign.pdf

PDF 41 MB Posted May 5, 2026

Attached to: Wildwood West Side Parking and Pier
Solicitation number: 311-25-26-47
Issued by: Randolph County, Hallsboro CDP, North Carolina

About this file

Written by GovTribe AI · May 7, 2026

Summary of Wildwood West Side Parking & Pier Project

This Invitation for Bid (IFB) document is for the City of Greenville, North Carolina, located at 0 NE Greenville Boulevard, Greenville, NC 27834 (Tax Map Parcel Number 22504). The project involves the construction of a parking area and fishing pier/kayak launch facility at Wildwood Park on approximately 137.48 acres, with 2.0 acres (87,501 SF) of disturbance. The project includes site access improvements, a 24-foot-wide asphalt driveway (50 feet long), a 24-foot-wide gravel access road, eighteen (18) parking spaces with two (2) ADA-accessible spaces, light-duty and heavy-duty concrete surfaces, concrete stairs, ramps, retaining walls, and recreational amenities including a fishing pier, kayak launch with ADA transfer bench, picnic shelter, picnic tables, benches, and trash receptacles. The project requires compliance with TAR/Pamlico River Riparian Buffer Rules, a Soil Erosion and Sedimentation Control Permit, a City of Greenville Stormwater Permit, and an NCDOT Driveway Permit. Vegetation requirements include protection of an existing continuous stand of over twenty (20) Loblolly Pines exceeding 24-inch caliper, with a minimum of 98% native species planting (836 native plants of 848 total plants), comprising 2 large trees, 2 small trees, and 190 shrubs, plus native seed mix, sod, and erosion control measures.

The document is marked as "Issue for Bid" (Revision B, dated April 29, 2026) and is prepared at the 95% Construction Documents stage for owner review. The project incorporates comprehensive erosion and sediment control measures including silt fencing, tree protection fencing, turbidity barriers, construction entrance specifications, and detailed grading and drainage plans. All concrete work requires 3,000–4,000 PSI air-entrained concrete with appropriate reinforcement schedules. The contractor is responsible for coordinating with the North Carolina Wildlife Resources Commission (NC WRC) for procurement and installation of dock and launch components through the NC WISE Program, maintaining existing utility services during construction, and ensuring compliance with the City of Greenville Manual of Standard Designs and Details and all applicable ADA accessibility requirements. No specific contract award date, pricing information, or incumbent contractor details are provided in this preliminary design document.

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Other files

File	Type	Posted
25-26-47 Wildwood West Side Parking and Pier Project Manual.pdf	PDF	May 5, 2026
Wildwood West Parking and Pier Addendum_1.pdf	PDF	May 5, 2026
25-26-47 Addendum#1 Wildwood West Parking and Pier.pdf	PDF	May 5, 2026

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ADAADA

ONE WAY

DO NOT ENTER

NO PARKING

WILDWOOD WEST SIDE

PARKING & PIER

ISSUE FOR BID

GREENVILLE, NC

SHEET NO.

SHEET NAME

TEG PROJECT NO.

20250193

L0.0

COVER

\01

_P roj ec ts\

Gr ee nv ille

, C ity of \20

W ild wo od w es t S ide P ark ing an d P ier \2_

Dw gs

\In P rog res s\S he ets

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0.0 _C

dw g

Sheet List Table Sheet Number Sheet Title

L0.0 COVER

CIVIL & LANDSCAPE ARCHITECTURE

L0.1 COMPOSITE PLAN

L0.2 EXISTING CONDITIONS, EROSION CONTROL & DEMOLITION PLAN

L1.0 SITE ACCESS PLAN

L1.1 SITE ACCESS PLAN CONT.

L1.2 SITE PLAN ENLARGEMENT

L2.0 ACCESS ROAD GRADING, DRAINAGE & EROSION CONTROL PLAN

L2.1 ACCESS ROAD GRADING, DRAINAGE & EROSION CONTROL PLAN CONT.

L2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN ENLARGEMENTS

L4.0 PLANTING PLAN

L4.1 PLANTING DETAILS

L5.0 GRADING, DRAINAGE & EROSION CONTROL DETAILS

L5.1 NCG01 NOTES

L6.0 SITE DETAILS

L6.1 SITE DETAILS CONT.

STRUCTURAL

S1.1 FOUNDATION PLAN & DETAILS

SITE DATA

(a) TOTAL AREA IN SITE 137.48 ACRES

(b) TOTAL AREA DISTURBED 2.0 ACRES (87,501 SF)

LAND USE CLASSIFICATION COMMERCIAL

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

TAX MAP AND PARCEL NUMBER 22504

STREET ADDRESS 0 NE GREENVILLE BV, GREENVILLE, NC 27834

(e) ACREAGE IN COMMON AREA N/A

(f) ACREAGE IN RECREATION AREA 137.48 ACRES

(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 18

(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) 16,818 SF (0.28%)

TOTAL SQUARE FEET OF IMPERVIOUS AREA (PROPOSED

WITHIN LOD) 49,633 SF (0.83%)

NEW PERCENT IMPERVIOUS 0.83%

c c

VICINITY MAP

SCALE: N.T.S.

TOTAL VEGETATION REQUIREMENT

PER SITE ACREAGE

5 LARGE TREES/AC = 10 LARGE TREES (8 PROVIDED +

2 CLAIMED FOR CREDIT FROM EXISTING TREES)*

10 SMALL TREES/AC = 19 SMALL TREES (2 PROVIDED +

17 CLAIMED FOR CREDIT FROM EXISTING TREES)*

25 SHRUBS/AC = 47 SHRUBS (190 PROVIDED)

TOTAL STREET VEGETATION REQUIREMENT

FOR PUBLIC ROAD

TOTAL SCREENING REQUIREMENT FOR

EACH BUFFERYARD

NORTHWESTERN BUFFERYARD B: 3 LARGE

TREES/100LF: 400 LF = 12 LARGE TREES (ALL

REQUIREMENTS MET WITH EXISTING TREES CLAIMED

FOR CREDIT)*

NORTHERN, WESTERN, EASTERN, & SOUTHERN

BUFFERYARDS TO BE LEFT UNDISTURBED WITH THE

EXISTING VEGETATION COUNTING TOWARD

COMPLIANCE.

PLANTING DATA TABLE

3 LARGE TREES/100LF FRONTAGE:

OLD PACTOLUS RD. 54 LF = 2 LARGE TREES

NE GREENVILLE BLVD 0 LF = 0 LARGE TREES

TOTAL REQ = 2 TOTAL PROVIDED = 0 (+2 CLAIMED

FOR CREDIT FROM EXISTING TREES)*

* EXISTING TREES CLAIMED FOR CREDIT FROM CONTINUOUS STAND (SEE SHEET L1.0):

· CONTINUOUS STAND WITH OVER TWENTY (20) PINUS TAEDA (LOBLOLLY PINE) >24" CALIPER -

PROTECTED AND CLAIMED FOR 16 LARGE TREES AND 17 SMALL TREES

MINIMUM NATIVE VEGETATION

PERCENT REQUIREMENT

836 NATIVE PLANTS/848 TOTAL PLANTS = 98% NATIVE

SPECIES

STOP

ONE WAY

DO NOT ENTER

NO PARKING

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L0.1

COMPOSITE PLAN

VICINITY MAP

SCALE: N.T.S.

SCALE 1"=80'

80'0'40'80'

L0.1

COMPOSITE PLAN

SCALE: 1:80

1/L0.2, 1/L1.0, 1/L2.0

1/L4.0

1/L1.1, 1/L2.1

1/L1.2 1/L2.2

2/L0.2

TPF SF

TPF

F SF

SF SF SF

TPF

TPF TPF TPF

TPF

SF TPF

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L0.2

EXISTING CONDITIONS,

EROSION CONTROL &

DEMOLITION PLAN

SCALE 1"=40'

40'0'40' 20'

L0.2

EXISTING CONDITIONS, EROSION CONTROL & DEMOLITION PLAN

SCALE: 1:40

SCALE 1"=40'

40'0'40' 20'

L0.2

EXISTING CONDITIONS, EROSION CONTROL & DEMOLITION PLAN

SCALE: 1:40

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.

EXISTING TREELINE DEMOLITION

EXISTING FENCE DEMOLITION

EXISTING GRAVEL DRIVE DEMOLITION

EXISTING TREE DEMOLITION

EXISTING SITE FEATURE DEMOLITION

LIMIT OF DISTURBANCE LINE

SILT FENCE

SILT OUTLET

TREE PROTECTION FENCE

TURBIDITY BARRIER

SITE DEMOLITION LEGEND

TPF

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 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 = 21.4

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

REPAIR (NAVD88 ELEVATION = 22.97). AND WELLCOME (NAVD88 ELEVATION =

33.08)

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

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

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

2/L0.2 MATCH LINE

1/L0.2 MATCH LINE

TREE PROTECTION

FENCE, SEE B1/L5.0

SILT FENCE, SEE

A1/L5.0

LIMIT OF

DISTURBANCE

SILT FENCE OUTLET,

SEE C1/L5.0

SILT FENCE OUTLET,

SEE C1/L5.0

GRAVEL DRIVE

DEMOLITION

TREELINE

DEMOLITION

TREELINE

DEMOLITION

SILT FENCE OUTLET,

SEE C1/L5.0

FENCE DEMOLITION

REMOVE SIGN

TREE PROTECTION

FENCE, SEE B1/L5.0

SILT FENCE, SEE

A1/L5.0

LIMIT OF

DISTURBANCE

SILT FENCE OUTLET,

SEE C1/L5.0

TREELINE

DEMOLITION

SILT FENCE OUTLET,

SEE C1/L5.0

SILT FENCE OUTLET,

SEE C1/L5.0

SILT FENCE OUTLET,

SEE C1/L5.0

TREELINE

DEMOLITION

TREELINE

DEMOLITION

GRAVEL DRIVE

DEMOLITION

CONSTRUCTION

ENTRANCE, SEE C2/L5.0

TURBIDITY BARRIER,

SEE A3/L5.0

CONSTRUCTION SEQUENCE

1. DISTURB LAND ONLY AS NECESSARY TO INSTALL TEMPORARY EROSION AND SEDIMENT

CONTROL DEVICES. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES AS

NEEDED OR AS DIRECTED BY THE ENGINEER.

2. PERFORM SITE CLEARING AND DEMOLITION, IN ACCORDANCE WITH PLANS, AND DISPOSE

OF DEBRIS AT AN APPROVED SITE. PRIOR TO AND DURING DEMOLITION PHASE INSTALL

APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES.

3. BEGIN GRADING THE SITE.

4. BEGIN EXCAVATION FOR UNDERGROUND CONSTRUCTION. CONSTRUCT UNDERGROUND

IMPROVEMENTS.

5. BEGIN PLACING FILL MATERIAL IN REQUIRED AREAS PER PLANS.

6. CONSTRUCT SITE IMPROVEMENTS PER PLANS AND ASSOCIATED IMPROVEMENTS.

7. MAINTAIN EROSION AND SEDIMENTATION MEASURES DURING CONSTRUCTION. CHECK THE

MEASURES FOR FAILURE AND AVAILABLE SEDIMENT STORAGE AFTER EACH SIGNIFICANT

RAINFALL EVENT.

8. COMPLETE CONSTRUCTION OF SITE IMPROVEMENTS.

9. MULCH AND SEED ALL DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL WITHIN 14

CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR

OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR

STRUCTURES SUFFICIENT TO RESTRAIN EROSION.

10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ONCE 80%± PERMANENT

VEGETATION STABILIZATION IS ESTABLISHED.

11. TIME OF EXPOSURE IS APPROXIMATELY 6 MONTHS OR UNTIL COMPLETION AND

STABILIZATION OF THE SITE. CONTRACTOR SHALL PREPARE FOR MAINTENANCE OF THE

SITE EROSION AND SEDIMENTATION MEASURES APPROPRIATE FOR THE EXPECTED

DURATION.

TREE PROTECTION

FENCE, SEE B1/L5.0

PROTECT EXISTING CONTINUOUS

STAND OF TREES

TREELINE

DEMOLITION

STOP

N: 686025.06

E: 2495342.69

N: 685947.94 E: 2495246.44

N: 685876.26 E: 2495143.88

N: 685787.71 E: 2495078.94

N: 685747.48 E: 2495056.44

N: 685419.05 E: 2494922.60

N: 685405.07 E: 2494917.54

R =1

9.8

R=188.00

CL=103.50

L=22.33

R=211.

CL=12

4.7

R =1

CL=

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L1.0

SITE ACCESS PLAN

SCALE 1"=40'

40'0'40' 20'

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 DISTURBS MORE THAN 1-ACRE AND WILL REQUIRE A SOIL

EROSION AND SEDIMENTATION CONTROL PERMIT.

5. THIS PROJECT DISTURBS MORE THAN 0.5 AC, THEREFORE A CITY OF

GREENVILLE STORMWATER PERMIT IS REQUIRED.

6. NCDOT DRIVEWAY PERMIT IS 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.

SITE DATA

(a) TOTAL AREA IN SITE 137.48 ACRES

(b) TOTAL AREA DISTURBED 2.0 ACRES (87,501 SF)

LAND USE CLASSIFICATION COMMERCIAL

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

TAX MAP AND PARCEL NUMBER 22504

STREET ADDRESS 0 NE GREENVILLE BV, GREENVILLE, NC 27834

(e) ACREAGE IN COMMON AREA N/A

(f) ACREAGE IN RECREATION AREA 137.48 ACRES

(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 18

(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) 16,818 SF (0.28%)

TOTAL SQUARE FEET OF IMPERVIOUS AREA (PROPOSED

WITHIN LOD) 49,633 SF (0.83%)

NEW PERCENT IMPERVIOUS 0.83%

L1.0

SITE ACCESS PLAN

SCALE: 1:40

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

24 FT WIDE BY 50 FT LONG

ASPHALT DRIVEWAY, SEE

B4/L6.0

R15'

24'

TIMBER FENCE POST ROPE BARRIER, SEE

A1/L6.1

24 FT WIDE GRAVEL ACCESS ROAD, SEE

A5/L6.0

1/L1.1 MATCH LINE

10' WIDE BUFFERYARD B

10' WIDE BUFFERYARD C

10' WIDE BUFFERYARD A

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

MATERIALS LEGEND

HEAVY-DUTY CONCRETE

LIGHT-DUTY CONCRETE

GRAVEL ROAD

RIP-RAP

NEW TREELINE

STOP SIGN

PARK ENTRY SIGN

NOTES:

1. ALL ROADWAY LIGHTING & OUTSIDE AREA LIGHTING DESIGN PROVIDED &

INSTALLED BY GREENVILLE UTILITIES COMMISSION (GUC). CONTRACTOR

SHALL COORDINATE ALL ASSOCIATED LIGHTING WORK, INCLUDING,

SCHEDULING, AND UTILITY REQUIREMENTS, WITH GUC.

2. CONTRACTOR TO COORDINATE WITH NORTH CAROLINA WILDLIFE

RESOURCES COMMISSION (NC WRC) TO FURNISH AND INSTALL THE

FISHING PIER AND KAYAK LAUNCH THROUGH THE NC WISE PROGRAM.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROCUREMENT,

PROCUREMENT COORDINATION, DELIVERY AND INSTALLATION OF ALL

DOCK AND LAUNCH COMPONENTS TO ALIGN WITH THE OVERALL

CONSTRUCTION SCHEDULE.

CONTINUOUS STAND OF OVER TWENTY (20)

EXISTING LOBLOLLY PINES > 24" TO BE

PROTECTED AND CLAIMED FOR CREDIT

ONE WAY

DO NOT ENTER

NO PARKING

N: 684984.06 E: 2495144.80

N: 684984.38 E: 2494979.82

N: 685044.14 E: 2494849.48

N: 685081.71 E: 2494838.01

N: 685007.36 E: 2494796.36

N: 685254.71 E: 2494870.68

N: 685222.06 E: 2494863.06

N: 684985.20 E: 2495156.67

N: 685168.50 E: 2494856.87

C L=

R=197.00

CL=153.85

R =2

R =1

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L1.1

SITE ACCESS PLAN CONT.

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

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

MATERIALS LEGEND

ONE (1) COLLAPSIBLE BOLLARD

ON 5' CONCRETE APRON, SEE

C4/L6.0

TIMBER FENCE POST ROPE BARRIER, SEE

A1/L6.1

24 FT WIDE GRAVEL ACCESS ROAD, SEE

A5/L6.0

HEAVY-DUTY CONCRETE

LIGHT-DUTY CONCRETE

GRAVEL ROAD

RIP-RAP

1/L1.0 MATCH LINE

SCALE 1"=30'

30'0'15'30'

L1.1

SITE ACCESS PLAN CONT.

SCALE: 1:30

24'

3' MIN

THREE (3) COLLAPSIBLE

BOLLARDS ON 5' CONCRETE

APRON, SEE C4/L6.0

R12'

R10'

R10' 16' 30.4' 101.8'

12.8' 16.3'

10'

R10' R2'

14'

R3'

24'

R10'

31.8'

14'

25'

12.7'

24'

ONE WAY GRAVEL PARKING

LOT WITH SIXTEEN (16) 45

DEGREE STANDARD PARKING

SPACES, SEE C5/L6.0

CONCRETE WHEEL STOP, TYP. SEE

B5/L6.0

ONE (1) ADA ACCESSIBLE PARKING

SPACE & ONE (1) VAN ACCESSIBLE

PARKING SPACE WITH ADA SIGNAGE &

THERMOPLASTIC STRIPING, SEE A4/L6.0 &

B3/L6.0

LIGHT-DUTY CONCRETE,

SEE B2/L6.0

10'X20' DROP OFF/LOADING ZONE

EDGE OF BANK

1/L1.2 MATCH LINE

10' WIDE BUFFERYARD C

NEW TREELINE

R30'

EXISTING GRAVEL DRIVE

NARROW GRAVEL DRIVE

TO MEET EXISTING

GRAVEL DRIVE WIDTH

NO PARKING SIGN

DO NOT ENTER SIGN

ONE WAY SIGN

1' 4'

R16' R16'

DO NOT ENTER

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L1.2

SITE PLAN ENLARGEMENT

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

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

MATERIALS LEGEND

ASPHALT

LIGHT-DUTY CONCRETE

GRAVEL ROAD

RIP-RAP

SCALE 1"=10'

10'0'5'10'

L1.2

SITE PLAN ENLARGEMENT

SCALE: 1:10

PICNIC SHELTER TO BE PROVIDED BY

OWNER & INSTALLED BY CONTRACTOR

ONE (1) WOOD ADA PICNIC

TABLE, SEE A3/L6.1

ONE (1) 6' BACKED WOOD BENCH,

SEE A2/L6.1

ONE (1) 32 GALLON TRASH

RECEPTACLE, SEE A4/L6.1

CONCRETE RETAINING WALL,

SEE D1/L6.0

LIGHT-DUTY CONCRETE, SEE B2/L6.0

RAILING, TYP. SEE C3/L6.0

SWALE CENTERLINES

THREE (3) SEGMENTS OF EIGHT (8)

CONCRETE STAIRS, SEE C2/L6.0

ARROW DIRECTION INDICATES A

DOWNWARD SLOPE

GANGWAY, SEE

STRUCTURAL SHEET S1.1

FOR DETAILS

KAYAK LAUNCH AND ADA TRANSFER

BENCH, SEE B1/L6.1 & B2/L6.1

RIP-RAP SLOPE STABILIZATION, SEE B2/L5.0

19'

4.4'

5' 8' 5'

7.4'

24 LF CONCRETE RAMP

24 LF CONCRETE

RAMPS

24 LF CONCRETE

RAMPS

24'

15'

23'

25'

11.7'

FISHING PIER AND LAUNCH,

SEE STRUCTURAL SHEET

S1.1 FOR DETAILS

EDGE OF BANK

NEW TREELINE

TIMBER FENCE POST WITH ROPE BARRIER,

SEE A1/L6.1

4.4

R2'

R5'

R5' R5'

R2'

R5'

11'

R16'

8.3'

10.2'

16'

20'

SWALE CENTERLINE

20.98

ME: 21.09

ME: 21.07

ME: 21.12

20.70

20.34

22.08 22.19

23.18

23.47

23.19

22.66

22.08

22.07

TPF

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L2.0

ACCESS ROAD GRADING,

DRAINAGE & EROSION

CONTROL PLAN

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

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

SCALE 1"=40'

40'0'40' 20'

L2.0

ACCESS ROAD GRADING, DRAINAGE & EROSION CONTROL PLAN

SCALE: 1:40

1/L2.1 MATCH LINE

CONCRETE WASHOUT, SEE D3/L5.0

SILT FENCE OUTLET, SEE C1/L5.0

SILT FENCE, SEE A1/L5.0

TREE PROTECTION FENCE,

SEE B1/L5.0

LIMIT OF DISTURBANCE

SILT FENCE OUTLET, SEE C1/L5.0

SILT FENCE OUTLET,

SEE C1/L5.0

PROTECT EXISTING

TREES IN PLACE

-22 .71

7.8 6%

-9 .76

161718

678911121314

16171819

20.57

20.59

21.21

20.33

20.20 20.06

19.78 19.70 19.02

19.00

18.98 18.98

19.08

20.18

19.94

19.98 20.07 20.23

20.44 20.5321.53

21.55

22.07

21.93

22.12

22.26

22.48

22.42

ME: 20.81

21.98

21.81

21.69 21.51

21.48 21.47

21.4421.43 21.22

21.13 20.90

19.16

19.4820.18

19.73

BW: 5.76

16.63

14.66

TPF

SF SF SF SF SF

TPF

TPF TPF TPF TPF

TPF

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L2.1

ACCESS ROAD GRADING,

DRAINAGE & EROSION

CONTROL PLAN CONT.

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

1/L2.0 MATCH LINE

SCALE 1"=30'

30'0'15'30'

L2.1

ACCESS ROAD GRADING, DRAINAGE & EROSION CONTROL PLAN CONT.

SCALE: 1:30

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

1/L2.2 MATCH LINESILT FENCE OUTLET, SEE C1/L5.0

TREE PROTECTION FENCE, SEE B1/L5.0

SILT FENCE, SEE A1/L5.0

LIMIT OF DISTURBANCE

SILT FENCE OUTLET,

SEE C1/L5.0

SILT FENCE OUTLET, SEE C1/L5.0

19.02

19.00

18.98

19.08

19.98

20.07

20.23

19.16

19.48

19.73

19.45 19.08

18.51

19.25

18.51

18.28

18.35

18.53

18.55

18.35

18.45

17.89

15.83 15.83

15.49

17.73

BW: 17.73

5.19

5.235.40

5.55

7.32

7.47

7.637.77

7.69

7.61

7.77

9.55

BW: 10.00

13.81

13.47

BW: 9.559.55

BW: 10.00

11.53

BW: 11.53

11.57

11.62

BW: 11.6615.16

BW: 13.73

15.45

15.68

11.27

15.34

15.33

15.97

18.83

18.80

18.61

18.43

18.94

19.01

18.79 18.55

18.7218.86

TW: 15.16

TW: 11.53

TW: 9.55

TW: 8.55

TW: 7.47

TW: 11.27

TW: 15.44

TW: 12.19

TW: 16.73

TW: 17.73

15.41

4.92

17.62

14.87

BW: 5.76

L2.2

18.58

18.38

18.4218.63

18.78

19.27

18.53

16.63

14.66

L2.2

11.77

11.81

11.61

11.47

TPF

El ev ati on

-1

BW 5.40

BW 7.39

TW 11.39

TW 7.39

15.49

El ev ati on

-1

20 TS 17.73

TS 13.69

TS 9.55

BS 5.55

BS 9.69

BS 13.73

El ev ati on

-1

TW 15.53

TW 11.46

BW 7.46

BW 11.80

15.24

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L2.2

GRADING, DRAINAGE &

EROSION CONTROL PLAN

ENLARGEMENTS

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

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

SCALE 1"=10'

10'0'5'10'

L2.2

RAMP & RETAINING WALL GRADING PLAN ENLARGEMENT

SCALE: 1:10

L2.2

SECTION A

SCALE: 1:10

SCALE 1"=10'

10'0'5'10'

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10'0'5'10'

L2.2

SECTION B

SCALE: 1:10

SCALE 1"=10'

10'0'5'10'

L2.2

SECTION C

SCALE: 1:10

SWALE CENTERLINE

TREE PROTECTION

FENCE, SEE B1/L5.0

SILT FENCE OUTLET, SEE C1/L5.0

CONCRETE WASHOUT, D3/L5.0

SILT FENCE, SEE A1/L5.0

LIMIT OF DISTURBANCE

CONCRETE STAIRS

CONCRETE LANDING

CONCRETE ABUTMENT (TO BE DESIGNED BY OTHERS)

CENTER OF SWALE

EXISTING GRADE

PROPOSED GRADE

RAILING, SEE XX/L6.0

CONCRETE RAMP LANDING

RIP-RAP SLOPE STABILIZATION

EXISTING GRADE

PROPOSED GRADE

CONCRETE RETAINING

WALL, SEE XX/L6.0

CONCRETE RETAINING

WALL, SEE XX/L6.0

RAILING, SEE XX/L6.0

PICNIC SHELTER

CONCRETE RAMP LANDING

CONCRETE SLAB

SWALE CENTERLINE

TURBIDITY BARRIER,

SEE A3/L5.0

COIR WATTLE AND COIR

MATTING, SEE A2/L5.0 &

C2/L5.0

CENTER OF SWALE

-22 .71

7.8 6%-9 .76

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

TREES

QN 2 Quercus nuttalli (Nuttall Oak) 12' min - 2.5" min - Single, straight leader; full crown

CK 6 N Cladrastis kentukea (American Yellowwood) 12' min - 2.5" min - Single, straight leader; full crown

SMALL TREES

AL 2 N Amelanchier laevis (Alleghany Serviceberry) 10' min - 2.5" min - Single, straight leader; full crown

SHRUBS

AE 10 Azalea Encore® Autumn Twist® (Azalea

Encore® Autumn Twist®) 18" min - - #3 Plant @5' oc

PERENNIALS & GRASSES

PV 59 N Panicum virgatum 'Shenandoah' (Red

Switchgrass) 18" min - - #3 Plant @ 3' oc, Full

MC 55 N Muhlenbergia capillaris (Pink Muhly Grass) 15" min - - #3 Plant @ 3' oc, Full

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

TREES SS 40 N Schizachyrium scoparium 'The Blues' (Little Bluestem Grass) 15" min - - #3 Plant @ 3' oc, Full

AI 16 N Asclepias incarnata (Swamp Milkweed) - - - #1 Plant @ 2' oc

ED 10 N Eutrochium dubium (Coastal Plain Joe Pye Weed) - - - #1 Plant @ 18" oc

JE 648 N Juncus effusus (Soft Rush) - - - Large Plug Plant @ 15" oc

- 1,464 sf N Native Seed Mix with Erosion Control Blanket - - - - Refer to Notes

- 1,892 sf TifTuf® Bermuda Sod - - - - Refer to Notes

- 2,652 sf Mulch - - - - Refer to Notes

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

L4.0

PLANTING PLAN

SCALE 1"=10'

10'0'5'10'

L4.0

PLANTING PLAN

SCALE: 1:10

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

QN (1)

CK (3)

AL (2)

AE (10)

PV (10)

PV (14)

PV (10)

PV (15)

PV (10)

MC (12)

MC (10)

MC (13)

SS (9)

SS (7)

SS (10)

ED (7)

AI (3)

ED (3)

AI (3)

AI (5)

JE (513)

JE (135)

RIP-RAP

NATIVE SEED MIX WITH

EROSION CONTROL BLANKET

SOD

NATIVE SEED MIX WITH

EROSION CONTROL BLANKET

NATIVE SEED MIX WITH

EROSION CONTROL BLANKET

SWALE CENTERLINE

MULCH BED

MULCH RING

REFER TO SHEET L4.1 FOR VEGETATIVE

SHELF PLANTING NOTES

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

WILDWOOD WEST

SIDE PARKING & PIER

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.

20250193

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

E as t G ro up , P

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 ic tly p ro hi bi te d.

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

, P .A

. 2

C D

O W

-0 3-

ISSUE FOR BID

D B

-2

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

L4.1

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

PLANTING BED EDGE (AT SOD)

S 1/2

BED EDGE

TOPSOIL LAYER

TRIPLE SHREDDED HARDWOOD

BARK MULCH

FINISH GRADE

L4.1

1/2 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

D4 N.T.S.

L4.3 B4

N.T.S.

A4 N.T.S.

A3 N.T.S.

N.T.S.

TOTAL VEGETATION REQUIREMENT

PER SITE ACREAGE

5 LARGE TREES/AC = 10 LARGE TREES (8 PROVIDED +

2 CLAIMED FOR CREDIT FROM EXISTING TREES)*

10 SMALL TREES/AC = 19 SMALL TREES (2 PROVIDED +

17 CLAIMED FOR CREDIT FROM EXISTING TREES)*

25 SHRUBS/AC = 47 SHRUBS (190 PROVIDED)

TOTAL STREET VEGETATION REQUIREMENT

FOR PUBLIC ROAD

TOTAL SCREENING REQUIREMENT FOR

EACH BUFFERYARD

NORTHWESTERN BUFFERYARD B: 3 LARGE

TREES/100LF: 400 LF = 12 LARGE TREES (ALL

REQUIREMENTS MET WITH EXISTING TREES CLAIMED

FOR CREDIT)*

NORTHERN, WESTERN, EASTERN, & SOUTHERN

BUFFERYARDS TO BE LEFT UNDISTURBED WITH THE

EXISTING VEGETATION COUNTING TOWARD

COMPLIANCE.

PLANTING DATA TABLE

3 LARGE TREES/100LF FRONTAGE:

OLD PACTOLUS RD. 54 LF = 2 LARGE TREES

NE GREENVILLE BLVD 0 LF = 0 LARGE TREES

TOTAL REQ = 2 TOTAL PROVIDED = 0 (+2 CLAIMED

FOR CREDIT FROM EXISTING TREES)*

* EXISTING TREES CLAIMED FOR CREDIT FROM CONTINUOUS STAND (SEE SHEET L1.0):

· CONTINUOUS STAND WITH OVER TWENTY (20) PINUS TAEDA (LOBLOLLY PINE) >24" CALIPER -

PROTECTED AND CLAIMED FOR 16 LARGE TREES AND 17 SMALL TREES

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.

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.

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.

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.

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.

SIZE: ALL PLANTS SHALL CONFORM TO ALL MEASUREMENTS SPECIFIED ON THE PLANT LIST UNLESS OTHERWISE AUTHORIZED IN

WRITING BY THE PROJECT CONSULTANT.

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.

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.

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.

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.

ANTI-DESICCANT SPRAY: TREES AND WHEN PLANTED IN LEAF SHALL BE TREATED WITH ANTI-DESICCANT SUCH AS "WILT-PROOF".

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.

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

· ALL GROUNDCOVER AND ORNAMENTAL GRASSES SHALL HAVE A MINIMUM 12" OF TOPSOIL APPLIED (DEPTH AFTER ROLLING).

· ALL TREE AND SHRUB BEDS SHALL HAVE A MINIMUM 18" OF TOPSOIL APPLIED (DEPTH AFTER ROLLING).

STAKING & GUYING: TREES SHALL BE STAKED AND GUYED AS IS DETAILED ON THE DRAWINGS AND ACCORDING TO ACCEPTED

INDUSTRY PRACTICE, ONLY WHEN DIRECTED BY PROJECT CONSULTANT.

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.

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.

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.

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

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.

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.

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. LIME AND FERTILIZER SHALL BE UNIFORMLY MIXED INTO THE TOP 2 INCHES OF SOIL BY DISCING, HARROWING OR OTHER

APPROVED METHODS.

THE FINAL DETERMINATION OF THE USE AND APPLICATION RATES OF ALL SOIL AMENDMENTS INCLUDING FERTILIZERS, LOW AND HIGH PH CORRECTION MATERIALS SHALL BE BASED UPON RECOMMENDATIONS OF THE STATE AGRICULTURAL EXTENSION SERVICE FOR THE

VARIETY OF TURFGRASS BEING SPECIFIED.

FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN SHALL BE USED IN LIEU OF TOP DRESSING. APPLY LIMESTONE (EQUIVALENT OF 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDES) AS FOLLOWS:

WORK PULVERIZED DOLOMITIC LIMESTONE LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED.

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

MINIMUM 5.4, MAXIMUM 7.0; ORGANIC CONTENT 5 TO 7 PERCENT.

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

SOIL PREPARATION - REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO SOIL CONTACT AND REMOVE ALL OTHER DEBRIS SUCH AS WIRE, ROCKS, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL. INSPECT SITE JUST BEFORE SODDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS ABOVE.

INSTALLATION - PLACE SOD STRIPS WITH SNUG EVEN JOINTS THAT ARE STAGGERED OPEN, SPACES INVITE EROSION. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OR FOOT MAT AND SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT VOIDS, WHICH WOULD CAUSE DRYING OF THE ROOTS.

SLOPES - SOD STRIPS SHALL BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE. STARTING AT THE BOTTOM OF THE SLOPE, AND WORKING UP ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD.

ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH WIDE). WHEN SURFACE WATER CANNOT BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, PROVIDE A CAPPING STRIP OF HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE AND EDGES TO PROVIDE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF THE SOD. THE SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER-CARRYING CHANNELS AND OTHER CRITICAL AREA. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL

WORK.

WATERING - IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 4 INCHES.

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File details come from the government source that posted it. Updated May 7, 2026.