25-26-41 Construction Package.pdf

SURVEYOR GEOTECHNICAL ENGINEER

OWNER/DEVELOPER

RIVERS & ASSOCIATES , INC.

107 EAST SECOND STREET

GREENVILLE, NC 27858

PHONE: (252) 752-4135

CONTACT: PATRICK HARTMAN, P.L.S.

EMAIL: PHARTMAN@RIVERSANDASSOCIATES.COM

PROJECT DESIGN TEAM

FALCON ENGINEERING, INC.

1210 TRINITY ROAD, SUITE 110

CARY, NC 27513

PHONE: (919) 302-9758

CONTACT: JEREMY R. HAMM, P.E.

EMAIL: JHAMM@FALCONENGINEERS.COM

CITY OF GREENVILLE

GREENVILLE RECREATION & PARKS DEPARTMENT

2000 CEDAR LANE

GREENVILLE, NC 27858

PHONE: (252) 329-4242

CONTACT: MARK NOTTINGHAM, AICP

EMAIL: MNOTTINGHAM@GREENVILLENC.GOV

CIVIL ENGINEER

KIMLEY-HORN & ASSOCIATES, INC

421 FAYETTEVILLE STREET

SUITE 600

RALEIGH, NC 27601

PHONE: (919) 653-2990

CONTACT: JOHN KUZENSKI, P.E.

EMAIL: JOHN.KUZENSKI@KIMLEY-HORN.COM

KIMLEY-HORN & ASSOCIATES, INC

421 FAYETTEVILLE STREET

SUITE 600

RALEIGH, NC 27601

PHONE: (919) 653-2928

CONTACT: BRANDON WHITE, PLA, ASLA

EMAIL : BRANDON.WHITE@KIMLEY-HORN.COM

LANDSCAPE ARCHITECT

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OVERALL SITE DATA

MUNICIPALITY: CITY OF GREENVILLE

OWNER: CITY OF GREENVILLE, PO BOX 7207

GREENVILLE, NC 27835

LAND USE CLASSIFICATION: (6) RECREATIONAL/ENTERTAINMENT

TOTAL PARCEL ACREAGE: 566 ACRES

TOTAL SITE ACREAGE: 283 ACRES

PROPOSED TOWER GROSS FLOOR AREA: 1,023 SF (0.02 ACRES)

PROPOSED TOWER HEIGHT: 120 FEET (12 STORIES)

TOTAL PARKING: N/A

TOTAL ACCESSIBLE PARKING: N/A

TOTAL AREA DISTURBED: 1.83 ACRES

EXISTING IMPERVIOUS AREA: 134,600 SF (3.09 ACRES)

PROPOSED IMPERVIOUS AREA: 22,652 SF (0.52 ACRES)

TOTAL IMPERVIOUS AREA: 157,252 SF (3.61 ACRES)

WATERSHED: JOHNSON MILL/PARKERS CREEK /TAR-PAMLICO WATERSHED

PARCEL DATA

PARCEL 1 2 3 4 5

NCPIN: 4698725454 4698536478 4698436559 4698432018 4688635909

PARCEL NUMBER: 086710 022504 035488 024274 028893

OWNER CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE

PHYSICAL ADDRESS: 3450 BLUE HERON DR 0 NE GREENVILLE BV 0 OLD PACTOLUS RD 0 OLD PACTOLUS RD 1000 MUMFORD RD

LEGAL DESCRIPTION: PHILLIP E. CARROLL BOYD TRIPP RED BANKS (PITT #37) RIVER PARK NORTH

MAP/BLOCK/LOT 4698.15-72-5454.000 4698.15-53-6478.000 4698.14-43-6559.000 4698.14-43-2018.000 4688.15-63-5909.000

DEED REFERENCE DB. 4012 PG. 124 DB. 4049 PG. 261 DB. 4049 PG. 261 DB. 4049 PG. 261 NOT FOUND

CURRENT ZONING HEAVY COMMERCIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL INDUSTRY

CENSUS TRACT: 900 800 800 800 800

PARCEL ACREAGE: 101 137 28 7 293

APPROXIMATE

IMPERVIOUS AREA: 3.09 AC 0.00 AC 0.00 AC 0.00 AC 0.00 AC

ARCHITECT

IN SITU STUDIO

704 N PERSON STREET

RALEIGH, NC 27604

PHONE: (919) 397-3949

CONTACT: MATTHEW GRIFFITH, AIA

EMAIL: MATT@INSITUSTUDIO.US

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STRUCTURAL ENGINEER

KIMLEY-HORN & ASSOCIATES, INC

421 FAYETTEVILLE STREET

SUITE 600

RALEIGH, NC 27601

PHONE: (919) 653-2990

CONTACT: MITCH MAGEE, P.E.

EMAIL: MITCH.MAGEE@KIMLEY-HORN.COM

CONSTRUCTION DOCUMENTS

FOR

WILDWOOD PARK - TOWER AND TRAILS

CITY OF GREENVILLE

RECREATION & PARKS DEPARTMENT

2000 CEDAR LANE

GREENVILLE, NC 27858

PITT COUNTY

SITE

NORTH

TAR RIVER

SCALE: 1" = 1000'

OLD PACTOLUS ROAD

US

-2

EXISTING TRAILS

APPROXIMATE SITE BOUNDARY

PACKAGE B

PACKAGE A

THE TOWER (AREA 1)

THE BEACH (AREA 2)

THE CONNECTION (AREA 3)

EXISTING TRAILS

THE SWAMP (AREA 4)

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SHEET LIST TABLE - BID PACKAGE B2

SHEET NUMBER SHEET TITLE

C0.0 COVER SHEET

C0.1 GENERAL NOTES

C1.0 EXISTING CONDITIONS

C2.0.B OVERALL DEMOLITION AND EROSION CONTROL PLAN

C2.1.B DEMOLITION AND PH 1 EROSION CONTROL PLAN - THE SWAMP

C2.2.B DEMOLITION AND PH 1 EROSION CONTROL PLAN - THE SWAMP

C3.0.B OVERALL SITE PLAN

C3.1.B PLAN AND PROFILE - THE SWAMP (AREA 4)

C3.2.B PLAN AND PROFILE - THE SWAMP (AREA 4)

C3.3.B PLAN AND PROFILE - THE SWAMP (AREA 4)

C4.0.B SIDEWALK DETAILS

C4.1.B EROSION CONTROL DETAILS

C4.2.B EROSION CONTROL DETAILS

S.01.B BRIDGE GENERAL NOTES

S.02.B BRIDGE GENERAL NOTES

S.03.B STRUCTURE LOCATIONS

S.04.B PLAN AND PROFILE - THE SWAMP (AREA 4)

S.05.B PLAN AND PROFILE - THE SWAMP (AREA 4)

S.06.B PLAN AND PROFILE - THE SWAMP (AREA 4)

S.07.B PLAN AND PROFILE - THE SWAMP (AREA 4)

S.08.B PLAN AND PROFILE - THE SWAMP (AREA 4)

S.09.B TIMBER BOARDWALK DETAILS

S.10.B TIMBER BOARDWALK FRAMING DETAILS

S.11.B TIMBER BOARDWALK BRACING DETAILS

S.15.B OBSERVATION DECK DETAILS

S.16.B OBSERVATION DECK DETAILS

S.17.B OBSERVATION DECK DETAILS

S.18.B OBSERVATION DECK DETAILS

S.19.B OBSERVATION DECK DETAILS

S.20.B STRUCTURAL STANDARD NOTES

BID PACKAGE B2

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Know what'sbelow.

before you dig.Call

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SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

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IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC

UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES,

CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO

PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF

PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND

GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT.

ELECTRIC - BRIAN MURPHY

PHONE: 252-329-4416

GAS - JASON CYPHERS

PHONE: 252-551-3313

DRAINAGE - KENDALL PARAMORE

PHONE: 252-524-4000

WATER AND SANITARY SEWER- MICKEY TRIPP

PHONE: 252-551-1555

FIRE - BRYANT BEDDARD

PHONE: 252-329-4416

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1. ALL ACCESSIBLE SPACES AND ACCESSIBLE ROUTES SHALL COMPLY WITH THE CITY OF GREENVILLE AND NORTH

CAROLINA ACCESSIBILITY STANDARDS AND CITY REQUIREMENTS.

2. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL

DIRECTIONS.

3. EACH ACCESSIBLE PARKING SPACE SHALL BE DESIGNATED AS RESERVED BY A VERTICALLY MOUNTED OR SUSPENDED SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN

"VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY.

(A) CHARACTERS AND SYMBOLS ON SUCH SIGNS SHALL BE LOCATED 60" (1525 MM) MINIMUM ABOVE THE GROUND, FLOOR, OR PAVING SURFACE SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE.

(B) SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE LATEST STANDARDS.

(C) CHARACTERS AND SYMBOLS ON OVERHEAD SIGNS SHALL COMPLY WITH THE LATEST STANDARDS.

4. SLOPES OF CURB RAMPS SHALL COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT

EXCEED 1:20.

5. ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKING SHALL CONFORM TO ADA , LATEST EDITION.

6. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY

STANDARD CONSTRUCTION DETAIL AND SPECIFICATIONS.

7. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING

FLARES.

8. CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION.

9. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKING FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINTED AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS.

10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN

ANY DIRECTION.

11. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDER WILL BE

ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES.

STORM DRAINAGE NOTES

1. ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS

AND SPECIFICATIONS.

2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE

INSTALLATION OF THE STORM SEWER.

3. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM

SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED.

4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.

5. FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE

GRADING PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION.

6. ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.

7. ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE

PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.

8. ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT.

9. ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND

GREATER SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL.

10. WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED.

11. IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO

ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT.

13. EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.

14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT

PRIOR WRITTEN APPROVAL OF THE CITY.

15. THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.

16. RIM ELEVATIONS FOR STORM CATCH BASINS ARE MEASURED TO THE GUTTER FLOW LINE.

17. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED CAD FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB LOCATIONS (PER DETAIL, IF PROVIDED). WHERE PROPOSED STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED STORM SEWERS TO MATCH

THE LOCATIONS OF THESE EXISTING FEATURES.

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THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE

PLANS WERE OBTAINED FROM AVAILABLE UTILITY COMPANY RECORDS AND PLANS AND

ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY

TO VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING

UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS

CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL PRESERVE

AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO

UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT

CONTRACTOR'S EXPENSE. THE ARCHITECT/ENGINEER SHALL BE IMMEDIATELY NOTIFIED

WHEN PROPOSED GRADES CONFLICT WITH EXISTING UTILITIES.

THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL

FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATIONS AND/OR

EXTENSIONS.

THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE

TO OWNER'S PROPERTY OR ANY ADJACENT PROPERTIES, INCLUDING, BUT NOT

LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND

IRRIGATION SYSTEMS AT NO COST TO THE OWNER, OR OWNER'S AGENTS.

THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL SURPLUS MATERIALS, SPOILS, AND

DEBRIS OFF SITE. THIS WORK IS INCIDENTAL TO THE CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS AND

APPROVALS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE

CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS,

COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP

AND INSPECTION REPORTS.

ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. NO FIELD

CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF

THE OWNER AND NOTIFICATION TO THE ARCHITECT/ ENGINEER.

ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE

SENT TO THE OWNER, ARCHITECT AND ENGINEER. ALLIANCE GEOTECHNICAL GROUP WILL

PROVIDE TESTING FOR CONSTRUCTION.

CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUMS PRIOR TO COMMENCING

CONSTRUCTION OR STAKING OF IMPROVEMENTS. CONTRACTOR SHALL IMMEDIATELY

REPORT DISCREPANCIES TO THE ARCHITECT AND ENGINEER.

CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE,

ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND

ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH

CONSTRUCTION.

CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS

ALLOWED WITH THE PRIOR APPROVAL OF THE ARCHITECT / ENGINEER.

THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,

MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES

UNLESS NOTED OTHERWISE.

CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO CONSTRUCTION.

ALL EXISTING CONCRETE PAVING, SIDEWALK, STRUCTURES AND CURBS NOTED FOR

DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE

CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER, ARCHITECT /

ENGINEER.

UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE AS-BUILT PLANS

IDENTIFYING ALL DEVIATIONS OR VARIATIONS OF ORIGINAL PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING

AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER

SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL

COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL

PROTECTION. THIS OR ANY OTHER MEANS OF CONTROL SHALL BE PROVIDED AT NO

ADDITIONAL COST TO THE OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING MEASURES TO MINIMIZE DAMAGE

TO TREE LIMBS, TREE TRUNKS, AND TREE ROOTS ALONG THE ROUTE OF THE PROJECT. ALL

SUCH MEASURES SHALL BE CONSIDERED AS INCIDENTAL WORK INCLUDED IN THE

CONTRACT UNIT PRICE BID FOR APPLICABLE SITE WORK OR STRUCTURE INSTALLATION.

WHEN CONSTRUCTION PASSES BY OR CLOSE TO TREES, THE CONTRACTOR SHALL ERECT

TEMPORARY CONSTRUCTION FENCE TO LIMIT ACTIVITY OUTSIDE OF THE EASEMENT IN THE

TREE AREAS. NO PARKING WILL BE ALLOWED UNDER DRIP LINE OR MINIMUM OF TEN (10)

FEET OF ANY TREE TO REMAIN. CONTRACTOR SHALL INSPECT EACH WORK SITE IN ADVANCE

AND ARRANGE TO HAVE ANY TREE LIMBS PRUNED THAT MIGHT BE DAMAGED BY EQUIPMENT

OPERATIONS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY TREE

TRIMMING WORK. NOTHING SHALL BE STORED OVER THE TREE ROOT SYSTEM WITHIN THE

DRIP LINE AREA OF ANY TREE. THE CONTRACTOR SHALL EMPLOY A QUALIFIED LANDSCAPER

FOR ALL THE WORK REQUIRED FOR TREE CARE TO ENSURE UTILIZATION OF THE BEST

AGRICULTURAL PRACTICES AND PROCEDURES.

REFERENCE GEOTECH REPORT AND SPECIFICATIONS PREPARED BY FALCON ENGINEERING, DATED OCTOBER 27, 2021 FOR BUILDING SLAB, POOL, PAVEMENT PREPARATION, COMPACTION, AND ALL EARTHWORK OPERATIONS.

THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION.

ALL SPOT ELEVATIONS ARE PROPOSED PAVEMENT, OR TOP OF GRADE ELEVATIONS UNLESS OTHERWISE NOTED. TC= TOP OF CURB, EX= EXIST. GRADE, FF= FINISH FLOOR, ME = MATCH EXISTING, TD = TOP OF DRAIN, TW = TOP OF WALL, BW= BOTTOM

OF WALL,TS = TOP OF STAIRS

UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE AS-BUILT PLANS IDENTIFYING ALL DEVIATIONS OR

VARIATIONS OF ORIGINAL PLANS.

CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS

OWN EXPENSE.

ALL PUBLIC WORKS CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL DESIGN AND TECHNICAL CONSTRUCTION

STANDARDS.

THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE GEOTECHNICAL ENGINEER'S SPECIFICATIONS. ANY FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL

ENGINEER PRIOR TO PLACEMENT.

ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SEEDED, IRRIGATED, AND STABILIZED AS INDICATED IN THE PLANS AND SPECIFICATIONS, AND MAINTAINED UNTIL SOIL IS STABILIZED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE CONSTRUCTION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE STABILIZED AND

MULCHED AS SHOWN ON THE LANDSCAPE, GRADING, AND EROSION CONTROL PLANS.

ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE INDICATED.

GRADING NOTESGENERAL CONSTRUCTION NOTES

ACCESSIBILITY NOTES

CO - CLEAN OUT

DI - DROP INLET

YI - YARD INLET

EX - EXISTING

ME - MATCH EXISTING

FES - FLARED-END-SECTION

LOD - LIMITS OF DISTURBANCE

PVC - POLYVINYL CHLORIDE

RCP - REINFORCED CONCRETE PIPE

TYP. - TYPICAL

*NOT ALL ABBREVIATIONS MAY BE USED FOR THIS PROJECT.

1. RECORD DRAWING CERTIFICATIONS REQUIRED FOR THIS PROJECT INCLUDES, BUT MAY NOT BE LIMITED TO WATER AND SEWER MAINS, STORM DRAINAGE PIPING, STORMWATER CONTROL MEASURES AND INDIVIDUAL WATER AND SEWER SERVICE LOCATIONS. ALL RECORD DRAWING DATA SHALL BE PROVIDED BY THE CONTRACTOR PRIOR THE ISSUANCE OF CERTIFICATE

OF OCCUPANCY PER CITY OF GREENVILLE, NCDOT, AND NCDEQ REQUIREMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL SURVEY DATA REQUIRED BY THE CITY OF GREENVILLE, NCDOT, NCFMP AND NCDEQ IN ORDER TO PREPARE THE RECORD DRAWING CERTIFICATIONS. RECORD DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A NORTH CAROLINA LICENSED SURVEYOR IN ACCORDANCE WITH ALL

APPLICABLE REQUIREMENTS.

3. CONTRACTOR SHALL PROVIDE ALL NECESSARY ITEMS INCLUDING ANY TESTING, REPORTS OR CERTIFICATION DOCUMENTS REQUIRED BY GOVERNING JURISDICTIONS TO PROPERLY CLOSE OUT THE PROJECT BEFORE IT CAN BE DEEMED COMPLETE.

RECORD DRAWING NOTES:

ABBREVIATIONS

EROSION CONTROL NOTES

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF

THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.

2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) AND NCDEQ EROSION AND SEDIMENT CONTROL REGULATIONS.

3. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.

4. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.

5. ALL EROSION CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.

6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT

ALL TIMES.

7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. STABILIZE DISTURBED AREAS WITH TEMPORARY VEGETATION. DENUDED AREAS MUST BE SEEDED WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.

8. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.

9. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE

ADEQUATE TO MAINTAIN SEDIMENT ON SITE.

10. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS SHALL BE TAKEN OFF SITE AND LEGALLY DISPOSED OF, NO SOIL CAN BE REMOVED FROM SITE WITHOUT EHS APPROVAL, REFER TO THE PROJECT'S SITE SOIL

MANAGEMENT PROGRAM.

11. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL FROM GETTING OFF SITE OR INTO EXISTING DRAINAGE STRUCTURES. SOIL PILES AND CONTRACTOR STAGING AND MATERIALS LAY DOWN AREAS SHOULD BE A

MINIMUM OF 50' AWAY FROM ANY STORM DRAIN OR WATERCOURSE.

12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL

MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.

13. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE NCDEQ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED

PERMIT.

14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.

15. CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS.

ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE REMOVED.

16. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH STATE AND LOCAL EROSION

CONTROL REGULATIONS.

17. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED WITHIN 14 DAYS UNLESS OTHERWISE NOTED.

18. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) CALENDAR DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS 1 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED

IMMEDIATELY.

19. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY

AFTER SEDIMENT IS REMOVED IN THIS MANNER.

20. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE

ORIGINAL APPLICATION.

21. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA.

CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION.

22. ROLLED EROSION CONTROL PRODUCTS (RECP'S) SHOULD BE USED TO AID PERMANENT VEGETATED STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10' OF VERTICAL RELIEF. RECP'S SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION

DAMAGE.

23. CONCRETE WASHOUT MUST BE LOCATED AT LEAST 50 FEET FROM ANY STORM DRAIN, AND THAT CONCRETE DUST/WASTE/WASTEWATER MAY NOT BE RELEASED TO THE STORM DRAIN, INCLUDING RINSING CONCRETE TRUCK

CHUTES.

24. ALL STOCKPILES TO REMAIN COVERED EXCEPT WHILE IN USE.

25. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. DEWATERING DIRECTLY TO THE STORM DRAINS IS PROHIBITED.

26. ALL HANDLING PROCEDURES SHALL BE IN ACCORDANCE TO NCG010000 PART II SECTION F.

27. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT INSPECTOR APPROVAL.

28. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. NCDEQ INSPECTOR'S FINAL

APPROVAL IS REQUIRED.

29. STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY

AFTER INSTALLATION.

30. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD

CONDITIONS.

31. LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL

PURPOSES ONLY. SURVEYOR TO DETERMINE ACTUAL LIMIT.

32. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ

EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.

33. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION

OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.

34. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREAS. TWO TO

THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.

35. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION

DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN

ACCEPTABLE METHOD OF CLEANING.

36. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR

PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE

TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS

WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

37. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES

INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY

LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND

DISTURBANCE TAKES PLACE.

38. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL

TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL

STABILIZATION IS ACHIEVED.

39. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER

NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE

DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT

FURTHER EROSION AND SEDIMENTATION.

40. THIS PROJECT IS LOCATED IN THE TAR/PAMLICO RIVER BASIN.

DIP- DUCTILE IRON PIPE

STRM - STORM

MH - MANHOLE

SD - STORM DRAIN

RD - ROOF DRAIN

TC - TOP OF CONCRETE

CI - CAST IRON PIPE

TW - TOP OF WALL

BW - BOTTOM OF WALL

PIV - POST INDICATOR VALVE

EROSION CONTROL NOTES

1. CITY OR NCDOT DRIVEWAY PERMIT REQUIRED. ANY ENCROACHMENT AGREEMENTS SHALL BE

APPROVED BEFORE INSTALLATION.

2. AN UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CITY OF GREENVILLE'S

DRIVEWAY ORDINANCE.

3. 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.

4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GREENVILLE MANUAL OF

STANDARD DESIGNS AND DETAILS (MSDD).

5. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR

TO MAKING CONNECTION TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC STORM

DRAINAGE EASEMENTS OR RIGHT-OF-WAY.

6. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE

FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS LOCATED IN ZONE "AE" AS

SHOWN ON FIRM PANEL NUMBER 3720468800K, COMMUNITY NUMBER 370191, INDEX DATE 7/7/2014.

7. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED BETWEEN THE HOURS OF

9:00 AM AND 4:00 PM, 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.

8. ANY LAND DISTURBING ACTIVITY WHICH WILL UNCOVER MORE THAN ONE (1) ACRE, OR IF ANY PORTION OF THE PROPERTY IS LOCATED IN THE FLOODWAY, SHALL OBTAIN SOIL EROSION AND

SEDIMENTATION CONTROL PLAN APPROVAL OF THE CITY ENGINEER PRIOR TO INITIATION OF

SUCH ACTIVITY.

9. ANY LAND DISTURBING ACTIVITY THAT RESULTS IN A NET INCREASE OF IMPERVIOUS AREA AND DISTURBS GREATER OR EQUAL TO 12 ACRE FOR NON-SINGLE FAMILY RESIDENTIAL, SHALL OBTAIN

APPROVAL OF A STORMWATER MANAGEMENT PLAN PRIOR TO INITIATION OF SUCH ACTIVITY.

CITY OF GREENVILLE GENERAL NOTES

REFER TO EXISTING CONDITIONS AND DEMOLITION PLAN SHEETS FOR ALL TREE REMOVAL

REQUIREMENTS.

1. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF GREENVILLE

AND GREENVILLE UTILITIES COMMISSION MUNICIPAL CODES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR

TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION

DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES,

SPECIFICATIONS AND REQUIREMENTS.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES WHICH MAY HAVE UNDERGROUND OR AERIAL UTILITIES WITHIN OR

NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR

SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES AND THE

CITY OF GREENVILLE AND GREENVILLE UTILITIES COMMISSION PRIOR TO

BEGINNING CONSTRUCTION. AN INFORMAL LIST OF UTILITY CONTACTS ARE AS

FOLLOWS:

1. EXISTING VEGETATION SHALL BE PROTECTED TO THE GREATEST EXTENT PRACTICABLE AND

SHALL BE CREDITED TOWARDS THE REQUIREMENTS OF THE CITY OF GREENVILLE'S ZONING

ORDINANCE.

2. ALL CONTINUOUS STANDS OF VEGETATION SHALL BE PROTECTED AND HAVE BEEN IDENTIFIED

HEREIN.

3. ALL INFRASTRUCTURE REQUIRING ADDITIONAL VEGETATION (I.E. PARKING LOTS, BUILDINGS, ETC)

HAVE BEEN REVIEWED AND PERMITTED UNDER A SEPARATE SUBMITTAL.

4. ALL BUFFERS SHALL BE LEFT UNDISTURBED AND EXISTING VEGETATION SHALL COUNT TOWARDS

ANY AND ALL REQUIREMENTS.

VEGETATION NOTES

LIMITS OF DISTURBANCE NOTE:

CONTRACTOR SHALL ESTABLISH LIMITS OF DISTURBANCE AT

A MINIMUM OF (FIFTY) 50'-0" INTERVALS. LIMITS OF ALIGNMENT

STAKING SHALL BE VERIFIED BY ENGINEER AND/OR

LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. LIMITS SHALL BE CLEARLY MARKED IN THE

FIELD AND SHALL REMAIN IN PLACE THROUGHOUT THE

DURATION OF CONSTRUCTION.

C1.0EXISTING CONDITIONS

© 2024 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

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CITY OF

GREENVILLE

D.B. 3863 PG. 527

P.N. 01031/26467

NCPIN: 4698507427

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 0 NE

GREENVILLE BLVD

CURRENT ZONING:

RESIDENTIAL - AGRICULTURAL

C2.1 .B

EXISTING

LAKE

EXISTING

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EXISTING SOUTH TAR RIVER GREENWAY

THE SWAMP (A

REA 4)

NCPIN: 4698411224

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 2805 E

SECOND STREET

CURRENT ZONING: INDUSTRY

NCPIN: 4697495737

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 2900 E

SECOND STREET

CURRENT ZONING:

RESIDENTIAL - AGRICULTURAL

NCPIN: 4697594379

OWNER: EWT 77 LLC

PHYSICAL ADDRESS: 2209 NE

GREENVILE BV

DB: 4066 PG. 585

CURRENT ZONING:

OFFICE - RESIDENTIAL

NCPIN: 4698313793

OWNER: FLANAGAN, CURTIS J

HEIRS

PHYSICAL ADDRESS: 0 BEECH

STREET

DB: 2824 PG. 576

CURRENT ZONING:

R6 - RESIDENTIAL

PARCEL 1

PARCEL 2

PARCEL 4

PARCEL 3PARCEL 5

PARK ENTRANCE AT

BLUE HERON ROAD

FLOODWAY

FLOODWAY

APPROXIMATE EXISTING

TRAIL ALIGNMENT

APPROXIMATE EXISTING

TRAIL ALIGNMENT

EXISTING TRAIL ALIGNMENT

CONNECTING TO RIVER

PARK NORTH

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SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

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PARCEL DATA

PARCEL 1 2 3 4 5

NCPIN: 4698725454 4698536478 4698436559 4698432018 4688635909

PARCEL NUMBER: 086710 022504 035488 024274 028893

OWNER CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE

PHYSICAL ADDRESS: 3450 BLUE HERON DR 0 NE GREENVILLE BV 0 OLD PACTOLUS RD 0 OLD PACTOLUS RD 1000 MUMFORD RD

LEGAL DESCRIPTION: PHILLIP E. CARROLL BOYD TRIPP RED BANKS (PITT #37) RIVER PARK NORTH

MAP/BLOCK/LOT 4698.15-72-5454.000 4698.15-53-6478.000 4698.14-43-6559.000 4698.14-43-2018.000 4688.15-63-5909.000

DEED REFERENCE DB. 4012 PG. 124 DB. 4049 PG. 261 DB. 4049 PG. 261 DB. 4049 PG. 261 NOT FOUND

CURRENT ZONING HEAVY COMMERCIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL INDUSTRY

CENSUS TRACT: 900 800 800 800 800

PARCEL ACREAGE: 101 137 28 7 293

APPROXIMATE

IMPERVIOUS AREA: 3.09 AC 0.00 AC 0.00 AC 0.00 AC 0.00 AC

N.I.C.

CITY OF GREENVILLE

D.B. U-43 PG. 660

M.B. 37 PG. 5

P.N. 28893

CONTROL NAIL - 9" SPIKE (#5831)

CONTROL NAIL - 9" SPIKE (#5832)

BGS-05

ELEV: 0.00'

GW DEPTH: 0.0'

GW ELEV: 0.00'

BGS-04

ELEV: 0.34'

GW DEPTH: 0.0'

GW ELEV: 0.34'

BGS-03

ELEV: 0.82'

GW DEPTH: 0.0'

GW ELEV: 0.82'

BGS-02

ELEV: 1.38'

GW DEPTH: 0.0'

GW ELEV: 1.38'

BGS-01

GW DEPTH:1.5'

CITY OF GREENVILLE

D.B. 4049 PG. 261

P.N. 24274

EXISTING

WETLAND

168,148 SF

(3.86 AC)

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

EXISTING WETLAND TO BE

PERMANENTLY DISTURBED

LIMITS OF DISTURBANCE

(TYP.)

PARCEL BOUNDARY

EXISTING WETLAND

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

EXISTING WETLAND

LIMITS OF DISTURBANCE

(TYP.)

EXISTING WETLAND

TBM LAG IN 15" OAK (#5828)

EL. 12.82 (NAVD88)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

BORINGS

Description

BGS-01

BGS-02

BGS-03

BGS-04

BGS-05

BGS-06

BT-01

BW-01

BW-02

BW-03

BW-04

CT-01

EB-01

TB-01

TB-02

WB-01

Northing

682792.95

682892.95

683000.02

683039.01

683102.00

683134.01

680328.00

680778.00

680688.98

680537.96

680538.00

682368.01

680591.02

681864.00

681879.00

683318.01

Easting

2493966.99

2493965.96

2494048.00

2494143.00

2494220.00

2494399.00

2496924.00

2496865.01

2496877.96

2497117.98

2497235.95

2496810.98

2496938.96

2497416.99

2497532.00

2494539.98

NOTES:

BGS - BLACK GUM SWAMP

WB - WESTERN BRIDGE

CT - CONNECTOR TRAIL

TB - TOWER BRIDGE

BW - BOARDWALK

EB - EAST BRIDGE

BT - BEACH TRAIL

LEGEND

PROPERTY LINE

LIMITS OF DISTURBANCE

DEMOLISH SITE ITEM

SILT FENCE

"FLOATING SILT FENCE, TYPE 1" FOR OPEN WATER APPLICATIONS AS NEEDED

TREE PROTECTION FENCE

DEMOLISH SITE ITEM/TREE TO BE REMOVED

CONCRETE WASHOUT STATION

NATURAL TRAIL TO BE REMOVED

PERMANENT WETLAND DISTURBANCE

TEMPORARY WETLAND DISTURBANCE

TEMPORARY/PERMANENT OPEN WATER DISTURBANCE (SEE NOTE #3)

SPOIL PILE TO BE REMOVED

TEMPORARY HEAVY DUTY GRAVEL CONSTRUCTION ACCESS

20' FIRE ACCESS DRIVE

DEMOLITION AND EROSION CONTROL LEGEND

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SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

NORTH

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PHASE 1 CONSTRUCTION SEQUENCE

THE FOLLOWING PHASE 1 CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE FOR PREPARATION

OF A SEQUENCE OF CONSTRUCTION EVENTS.

1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.

2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO

DISCUSS EROSION CONTROL MEASURES.

3. CONTRACTOR TO INSTALL SILT FENCE, TREE PROTECTION FENCE, AND OTHER EROSION CONTROL MEASURES AS SHOWN ON PLANS. CONTRACTOR TO CLEAR ONLY AS NECESSARY TO INSTALL THESE

DEVICES.

4. INSTALL TEMPORARY CONSTRUCTION ACCESS ROADS AND TURN AROUND AREAS AND TEMPORARY STREAM CROSSING TO PROVIDE ACCESS TO CONSTRUCTION SITE AREAS. CONTRACTOR TO CLEAR ONLY AS

NECESSARY TO INSTALL THESE MEASURES.

5. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED PATH FOOTPRINT. USE MUD

MATS IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.

6. CALL FOR ON-SITE INSPECTION BY INSPECTOR ONCE ALL EROSION CONTROL MEASURES ARE INSTALLED.

7. UPON APPROVAL AND RECEIPT OF USACE NATIONWIDE PERMIT #14 AND NCDWR GENERAL WATER QUALITY CERTIFICATION #4135, CLEARING AND DEMOLITION MAY BEGIN. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. EROSION CONTROL MEASURES SHALL BE RESTORED TO ORIGINAL

DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 50% OF DESIGN DEPTH.

8. INSPECT AND REPAIR EROSION CONTROL MEASURES AFTER EVERY RAINFALL EVENT OF 1/2" OR GREATER

OR EVERY SEVEN (7) CALENDAR DAYS.

9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND CITY

OF GREENVILLE EROSION CONTROL ORDINANCE.

NOTES

1. REFER TO THIS SHEET AND GENERAL NOTES SHEET C0.1 FOR GENERAL EROSION CONTROL NOTES AND

MAINTENANCE AND SEEDBED PREPARATION AND SEEDING SCHEDULE.

2. THIS PROJECT HAS COMBINED INFORMATION FROM PREVIOUS PHASING PLANS TO PROVIDE CONTEXT.

REFER TO PLANS BY RIVERS AND ASSOCIATES WITH THE ADVENTURE PARK PROJECT. ALL INFORMATION WHICH DOES NOT EXIST IN THE FIELD TODAY, BUT HAS BEEN DEPICTED AS "EXISTING CONDITIONS" HEREIN SHALL BE BROUGHT TO THE ENGINEER OR LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION.

3. SEE ENVIRONMENTAL PERMITS PACKAGE FOR EXTENTS OF ALL ENVIRONMENTAL IMPACTS AND REPORTS.

REPORT INCLUDES OPEN WATER, WETLAND, AND BUFFER IMPACTS, TEMPORARY AND PERMANENT.

LIMITS OF DISTURBANCE NOTE:

CONTRACTOR SHALL ESTABLISH LIMITS OF DISTURBANCE AT

A MINIMUM OF (FIFTY) 50'-0" INTERVALS. LIMITS OF ALIGNMENT

STAKING SHALL BE VERIFIED BY ENGINEER AND/OR

LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. LIMITS SHALL BE CLEARLY MARKED IN THE

FIELD AND SHALL REMAIN IN PLACE THROUGHOUT THE

DURATION OF CONSTRUCTION.

CITY OF GREENVILLE

D.B. 4049 PG. 261

P.N. 35488

CITY OF GREENVILLE

D.B. 4049 PG. 261

P.N. 24274

TBM LAG IN 12" GUM (#5829)

EL. 9.02 (NAVD88)

CONTROL NAIL - 9" SPIKE (#5833)

BGS-06

GW DEPTH: 7.2'

BGS-05

ELEV: 0.00'

GW DEPTH: 0.0'

GW ELEV: 0.00'

WB-01

ELEV: 7.71'

GW DEPTH: 0.0'

GW ELEV: 7.71'

EXISTING WETLAND

38,947 SF

(0.89 AC)

POTENTIAL 50.0'

RIPARIAN BUFFER

EXISTING 10' NATURAL TRAIL

POTENTIAL 50.0'

RIPARIAN BUFFER

EXISTING LAKE

EXISTING 10' NATURAL TRAIL

LIMITS OF DISTURBANCE

(TYP.)

RETAIN

AND PROTECT

EXISTIN

G TREE

PARCEL BOUNDARY

PARCEL BOUNDARY

LIMITS OF DISTURBANCE

(TYP.)

EXISTING WETLAND

EXISTING 10' NATURAL TRAIL

EXISTING WETLAND

20' TEMPORARY GRAVEL

CONSTRUCTION STAGING

AND TRUCK TURNAROUND

LIMITS OF DISTURBANCE (TYP.)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

FLOATING SILT FENCE (TYP.)

LEGEND

BORINGS

Description

BGS-01

BGS-02

BGS-03

BGS-04

BGS-05

BGS-06

BT-01

BW-01

BW-02

BW-03

BW-04

CT-01

EB-01

TB-01

TB-02

WB-01

Northing

682792.95

682892.95

683000.02

683039.01

683102.00

683134.01

680328.00

680778.00

680688.98

680537.96

680538.00

682368.01

680591.02

681864.00

681879.00

683318.01

Easting

2493966.99

2493965.96

2494048.00

2494143.00

2494220.00

2494399.00

2496924.00

2496865.01

2496877.96

2497117.98

2497235.95

2496810.98

2496938.96

2497416.99

2497532.00

2494539.98

NOTES:

BGS - BLACK GUM SWAMP

WB - WESTERN BRIDGE

CT - CONNECTOR TRAIL

TB - TOWER BRIDGE

BW - BOARDWALK

EB - EAST BRIDGE

BT - BEACH TRAIL

PROPERTY LINE

LIMITS OF DISTURBANCE

DEMOLISH SITE ITEM

SILT FENCE

"FLOATING SILT FENCE, TYPE 1" FOR OPEN WATER APPLICATIONS AS NEEDED

TREE PROTECTION FENCE

DEMOLISH SITE ITEM/TREE TO BE REMOVED

CONCRETE WASHOUT STATION

NATURAL TRAIL TO BE REMOVED

PERMANENT WETLAND DISTURBANCE

TEMPORARY WETLAND DISTURBANCE

TEMPORARY/PERMANENT OPEN WATER DISTURBANCE (SEE NOTE #3)

SPOIL PILE TO BE REMOVED

TEMPORARY HEAVY DUTY GRAVEL CONSTRUCTION ACCESS

20' FIRE ACCESS DRIVE

DEMOLITION AND EROSION CONTROL LEGEND

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Know what'sbelow.

before you dig.Call

R

SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

NORTH

C2.2.B

MATCH LINE - SEE SHEET C2.1.B

PHASE 1 CONSTRUCTION SEQUENCE

1. THE FOLLOWING PHASE 1 CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL

GUIDE FOR PREPARATION OF A SEQUENCE OF CONSTRUCTION EVENTS.

2. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.

3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL

INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.

4. CONTRACTOR TO INSTALL SILT FENCE, TREE PROTECTION FENCE, AND OTHER EROSION

CONTROL MEASURES AS SHOWN ON PLANS. CONTRACTOR TO CLEAR ONLY AS

NECESSARY TO INSTALL THESE DEVICES.

5. INSTALL TEMPORARY CONSTRUCTION ACCESS ROADS AND TURN AROUND AREAS AND

TEMPORARY STREAM CROSSING TO PROVIDE ACCESS TO CONSTRUCTION SITE AREAS.

CONTRACTOR TO CLEAR ONLY AS NECESSARY TO INSTALL THESE MEASURES.

6. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED PATH

FOOTPRINT. USE MUD MATS IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT

IMPACTS.

7. CALL FOR ON-SITE INSPECTION BY INSPECTOR ONCE ALL EROSION CONTROL MEASURES

ARE INSTALLED.

8. UPON APPROVAL AND RECEIPT OF USACE NATIONWIDE PERMIT #14 AND NCDWR

GENERAL WATER QUALITY CERTIFICATION #4135, CLEARING AND DEMOLITION MAY

BEGIN. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY.

EROSION CONTROL MEASURES SHALL BE RESTORED TO ORIGINAL DIMENSIONS WHEN

SEDIMENT ACCUMULATES TO 50% OF DESIGN DEPTH.

9. INSPECT AND REPAIR EROSION CONTROL MEASURES AFTER EVERY RAINFALL EVENT OF

1/2" OR GREATER OR EVERY SEVEN (7) CALENDAR DAYS.

10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.

DEPARTMENT OF AGRICULTURE, AND CITY OF GREENVILLE EROSION CONTROL

ORDINANCE.

NOTES

1. REFER TO THIS SHEET AND GENERAL NOTES SHEET C0.1 FOR GENERAL EROSION

CONTROL NOTES AND MAINTENANCE AND SEEDBED PREPARATION AND SEEDING

SCHEDULE.

2. THIS PROJECT HAS COMBINED INFORMATION FROM PREVIOUS PHASING PLANS TO

PROVIDE CONTEXT. REFER TO PLANS BY RIVERS AND ASSOCIATES WITH THE

ADVENTURE PARK PROJECT. ALL INFORMATION WHICH DOES NOT EXIST IN THE FIELD

TODAY, BUT HAS BEEN DEPICTED AS "EXISTING CONDITIONS" HEREIN SHALL BE

BROUGHT TO THE ENGINEER OR LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO

CONSTRUCTION.

3. SEE ENVIRONMENTAL PERMITS PACKAGE FOR EXTENTS OF ALL ENVIRONMENTAL

IMPACTS AND REPORTS. REPORT INCLUDES OPEN WATER, WETLAND, AND BUFFER

IMPACTS, TEMPORARY AND PERMANENT.

LIMITS OF DISTURBANCE NOTE:

CONTRACTOR SHALL ESTABLISH LIMITS OF DISTURBANCE AT

A MINIMUM OF (FIFTY) 50'-0" INTERVALS. LIMITS OF ALIGNMENT

STAKING SHALL BE VERIFIED BY ENGINEER AND/OR

LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. LIMITS SHALL BE CLEARLY MARKED IN THE

FIELD AND SHALL REMAIN IN PLACE THROUGHOUT THE

DURATION OF CONSTRUCTION.

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© 2024 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NO

RT

H (N

AD

3/

C3.1 .B

C3.2.B

EXISTING

LAKE

EXISTING

LAKE

C3.3.B

EXISTING SOUTH TAR RIVER GREENWAY

FLOODWAY

FLOODWAY

APPROXIMATE EXISTING

TRAIL ALIGNMENT

APPROXIMATE EXISTING

TRAIL ALIGNMENT

EXISTING TRAIL

ALIGNMENT CONNECTING

TO RIVER PARK NORTH

THE SWAMP (A

REA 4)

PARCEL 1

PARCEL 2

PARCEL 4

PARCEL 3PARCEL 5

NCPIN: 4698507427

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 0 NE

GREENVILLE BLVD

CURRENT ZONING:

RESIDENTIAL - AGRICULTURAL

TAR RIVER

G R

EE

N

VI

LL

E

BL

VD

(A

LT

H W

Y-

4)

NCPIN: 4698411224

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 2805 E

SECOND STREET

CURRENT ZONING: INDUSTRY

NCPIN: 4697495737

OWNER: CITY OF GREENVILLE

PHYSICAL ADDRESS: 2900 E

SECOND STREET

CURRENT ZONING:

RESIDENTIAL - AGRICULTURAL

NCPIN: 4697594379

OWNER: EWT 77 LLC

PHYSICAL ADDRESS: 2209 NE

GREENVILE BV

DB: 4066 PG. 585

CURRENT ZONING:

OFFICE - RESIDENTIAL

NCPIN: 4698313793

OWNER: FLANAGAN, CURTIS J

HEIRS

PHYSICAL ADDRESS: 0 BEECH

STREET

DB: 2824 PG. 576

CURRENT ZONING:

R6 - RESIDENTIAL

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Know what'sbelow.

before you dig.Call

R

SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

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C3.0.B

NORTH

PARCEL DATA

PARCEL 1 2 3 4 5

NCPIN: 4698725454 4698536478 4698436559 4698432018 4688635909

PARCEL NUMBER: 086710 022504 035488 024274 028893

OWNER CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE CITY OF GREENVILLE

PHYSICAL ADDRESS: 3450 BLUE HERON DR 0 NE GREENVILLE BV 0 OLD PACTOLUS RD 0 OLD PACTOLUS RD 1000 MUMFORD RD

LEGAL DESCRIPTION: PHILLIP E. CARROLL BOYD TRIPP RED BANKS (PITT #37) RIVER PARK NORTH

MAP/BLOCK/LOT 4698.15-72-5454.000 4698.15-53-6478.000 4698.14-43-6559.000 4698.14-43-2018.000 4688.15-63-5909.000

DEED REFERENCE DB. 4012 PG. 124 DB. 4049 PG. 261 DB. 4049 PG. 261 DB. 4049 PG. 261 NOT FOUND

CURRENT ZONING HEAVY COMMERCIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL OFFICE-RESIDENTIAL INDUSTRY

CENSUS TRACT: 900 800 800 800 800

PARCEL ACREAGE: 101 137 28 7 293

APPROXIMATE

IMPERVIOUS AREA: 3.09 AC 0.00 AC 0.00 AC 0.00 AC 0.00 AC

OPEN WATER

L4

STA:10+00.00

OFF:0.00LT

N:682768.2942 E:2493927.3672

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

L4

STA:16+82.18

OFF:0.00

N:683138.2309 E:2494345.9171

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

EXISTING WETLAND

168,148 SF

(3.86 AC)

10.0'

CITY OF GREENVILLE

D.B. U-43 PG. 660

M.B. 37 PG. 5

P.N. 28893

CONTROL NAIL - 9" SPIKE (#5833)

CONTRACTOR TO

PROVIDE CONNECTION

TO EXISTING 10'

NATURAL TRAIL

10' X 10' CONCRETE

APPROACH SLAB,

SEE DETAILS 3 & 8,

SHEET C4.0.B

10' X 25' CONCRETE

APPROACH SLAB, SEE

DETAILS 3 & 8, SHEET C4.0.B

CONNECT TO EXISTING

10' NATURAL TRAIL

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

SILT FENCE (TYP.)

LIMITS OF

DISTURBANCE (TYP.)

END BOARDWALK CONNECT

TO PROPOSED SIDEWALK

6.0'

SEE SHEET

C3.2.B

EXISTING

10' NATURAL TRAIL

SILT FENCE (TYP.)

10.0'

10.0'

10+00

+00

12+00

13+00

14+00

15+00

16+00

10.0'

BP: 10+00.00

EP: 16+82.18

PI: 12+05.56 PI: 12+15.79

PI: 12+35.56

PI: 12+75.56

PI: 13+94.18

PI: 14+74.18

PI: 15+04.18

PI: 15+44.18

PI: 16+14.18

PI: 10+55.56

PI: 10+30.01

PI: 10+38.19

PI: 10+47.56

PI: 16+72.18

PI: 10+45.53

PI: 10+45.96

PI: 11+55.56

PI: 13+64.18

L4 CONNECT TO Y4

STA:14+69.86

OFF:0.00

N:683061.1485 E:2494164.3225

APPROX. LOCATION OF EXISTING 10'

NATURAL TRAIL.

EXTENTS OF TRAIL NOT SURVEYED.

CREEK BANK

THE OUTPOST

SILT FENCE (TYP.)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

RAILING (TYP.)

SEE STRUCTURES

PLANS FOR DETAILS

RAILING (TYP.)

SEE STRUCTURES

PLANS FOR DETAILS

TBM (#5828)

NORTHING: 68093

EASTING: 2494330

ELEV:12.82'

L4

0.00%

4.78%

0.00%

0.22%

8.00%

1.50%

1.50%

8.00%

0.00%

-3.50%

-4.32%

PV

I:

+0

0.

EL

: 5

.0

PV

I:

+5

5.

EL

: 5

.1

PV

I:

+8

5.

EL

: 7

.5

PV

I:

+9

5.

EL

: 7

.6

PV

I:

+2

5.

EL

: 1

0.

PV

I:

+3

5.

EL

: 1

0.

PV

I:

+3

5.

EL

: 1

5.

PV

I:

+1

9.

EL

: 1

5.

PV

I:

+6

9.

EL

: 1

5.

PV

I:

+4

4.

EL

: 1

5.

PV

I:

+5

7.

EL

: 1

1.

PV

I:

+8

2.

EL

: 9

.9

IN

TE

R

SE

C

TI

O N

10-YR WSEL

16.1'

5-YR WSEL

14.01'

2-YR WSEL

10.46'

MEAN WATER

LEVEL 2.5'

EXISTING GRADE

PROPOSED BOARDWALK

NATURAL SURFACE

CONCRETE APPROACH SLAB

STRUCTURAL EXCAVATION -

SEE SHEET S.07.B FOR DETAILS

BEGINNING OF HANDRAIL

(STA 10+55)

END OF HANDRAIL

(STA 10+25)

FIELD WALK PINK FLAGGING

EXISTING CONTOUR

WATER EDGE LINE

PRE-FABRICATED BRIDGE

BOARDWALK

ADA ADA

SITE LEGEND

CONCRETE SIDEWALK

PF

WETLAND

LIMITS OF DISTURBANCE

SILT FENCE

ADA ACCESSIBLE ROUTE

TEMPORARY HEAVY DUTY GRAVEL

HEAVY DUTY GRAVEL PAVEMENT FOR

20' FIRE ACCESS DRIVE

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Know what'sbelow.

before you dig.Call

R

SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

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NORTH

PHASE 2 CONSTRUCTION SEQUENCE

1. SEE SHEET C3.6 FOR

CONSTRUCTION SEQUENCE

SEE SHEET C3.1.B

SEE SHEET C3.1.B

OPEN WATER

(CREEK)

10.0'

6.0' Y4

STA:10+00.00

OFF:0.00

N:683011.1766 E:2494152.9483

13+00

+0

15+00

PI: 12+75.56

PI: 13+94.18

PI: 14+74.18

PI: 15+04.18

PI: 15+44.18

PI: 13+64.18

10+00 10+51

BP: 10+00.00

EP: 10+51.25

Y4 CONNECT TO L4

STA:10+51.25

OFF:0.00

N:683061.1485 E:2494164.3225

CREEK BANK

6' WIDE BOARDWALK

WITH HANDRAIL

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND

PROTECT

EXISTING TREES

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREES

LIMITS OF

DISTURBANCE (TYP.)

SILT FENCE (TYP.)

LIMITS OF

DISTURBANCE (TYP.)

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

RETAIN AND PROTECT

EXISTING TREE

THE OUTPOST

10' WIDE BOARDWALK

Y4

0.00%

PV

I:

+0

0.

EL

: 1

5.

PV

I:

+5

1.

EL

: 1

5.

10-YR WSEL

16.1'

5-YR WSEL

14.01'

2-YR WSEL

10.46'

MEAN WATER

LEVEL 2.5'

PROPOSED 6' BOARDWALK

EXISTING GRADE

CONNECTION TO

PROPOSED 10' BOARDWALK

FIELD WALK PINK FLAGGING

EXISTING CONTOUR

WATER EDGE LINE

PRE-FABRICATED BRIDGE

BOARDWALK

ADA ADA

SITE LEGEND

CONCRETE SIDEWALK

PF

WETLAND

LIMITS OF DISTURBANCE

SILT FENCE

ADA ACCESSIBLE ROUTE

TEMPORARY HEAVY DUTY GRAVEL

HEAVY DUTY GRAVEL PAVEMENT FOR

20' FIRE ACCESS DRIVE

W

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Know what'sbelow.

before you dig.Call

R

SURVEY NOTE:

ALL EXISTING TOPOGRAPHICAL AND BOUNDARY

INFORMATION WAS PROVIDED BY RIVERS &

ASSOCIATES, INC., DATED 05/17/21 LOCATED AT

107 EAST SECOND STREET GREENVILLE, NC 27858

PHONE: 252-752-4135.

PL

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C3.2.B

NORTH

PHASE 2 CONSTRUCTION SEQUENCE