ELIZABETH CITY

CAUSEWAY PARK RESTORATION

ELIZABETH CITY

CAUSEWAY PARK RESTORATION

CAMDEN COUNTY, NORTH CAROLINA

DRAWING INDEX:

G000 COVER SHEET

G001 NOTES AND LEGEND

L100 EXISTING CONDITIONS OVERVIEW

L101 EXISTING CONDITIONS PARKING LOT

L102 EXISTING CONDITIONS BOARDWALK

L110 SITE DEMO AND PREP PLAN OVERVIEW

L111 SITE DEMO AND PREP PLAN PARKING LOT

L112 SITE DEMO AND PREP PLAN BOARDWALK

L120 PROPOSED PLAN OVERVIEW

L121 PROPOSED PLAN PARKING LOT

L122 PROPOSED PLAN BOARDWALK

L123 WORK POINTS PLAN

L130 PROPOSED CROSS SECTIONS BOARDWALK

L131 PROPOSED CROSS SECTIONS BOARDWALK

L500 SITE IMPROVEMENT DETAILS PARKING LOT

L501 SITE IMPROVEMENT DETAILS BOARDWALK

L502 SITE IMPROVEMENT DETAILS BOARDWALK

L503 PROPOSED KAYAK LAUNCH PLATFORM LAYOUT AND ELEVATION

VICINITY MAP

NOT TO SCALE

CA

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COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

CAUSEWAY PARK

RESTORATION

PORJECT SITE

ELIZABETH

CITY

LOCATION MAP

NOT TO SCALE

N

S

EW

N

S

EW

COVER SHEET

G000

CAUSEWAY PARK

PROJECT SITE

S N

W A T E R

S T

ELIZABETH CITY

BIDDING:

BOARDWALK SECTION 1 INCLUDES ALL LAND BASED BOARDWALK, AND RIVER

BOARDWALK UP TO STA C 1+70.09 INCLUDING PLATFORM 3.

BOARDWALK SECTION 2 INCLUDES THE REMAINDER OF RIVER BOARDWALK UP

TO STA C 3+85.51 INCLUDING PLATFORM 4.

SEE PLANS AND SPECS.

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. EDGE OF PAVEMENT

LIMIT OF WORK

PROPERTY LINE

EX. BOARDWALK/DOCK

100 YEAR FEMA FLOOD ZONE

30' CAMA BUFFER

NWL NWL NORMAL WATER LEVEL: 0.21'

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. SIGN

EX. LIGHT

EX. OVERHEAD POWER LINE

EX. SIGN

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.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

NOTES

AND LEGEND

G001

ABBREVIATIONS

AC ACREAGE

CAMA COASTAL AREA

MANAGEMENT ACT

CL CENTERLINE

CONC CONCRETE

DB DEED BOOK

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FIG FIGURE

FT FEET

GEN GENERAL

HWY HIGHWAY

IN INCHES

LF LINEAR FEET

LMT LIMIT

LOW LIMITS OF WORK

LP LIGHT POLE

MIN MINIMUM

MISC MISCELLANEOUS

PB PLAT BOOK

PP POWER POLE

RD ROAD

ROW RIGHT OF WAY

R/W RIGHT OF WAY

SF SQUARE FEET

ST STREET

STA STATION

TYP TYPICAL

W&S WESTON & SAMPSON

WSE WESTON & SAMPSON

LEGEND

PROPOSEDEXISTING

CLEAR AND GRUB

R&D TIMBER

BOARDWALK/DOCK

EXCAVATE & PREPARE

GRAVEL DRIVE FOR

CONCRETE PARKING

EX. GRAVEL PARKING LOT

R&D EXISTING PILINGS

PREPARE FOR NEW

GRAVEL PARKING LOT

EXTENTS

BOARDWALK

BITUMINOUS CONCRETE

PAVING, VEHICULAR

RAIN GARDEN

1-2" FRESH GRAVEL

PARKING LOT

TIMBER FENCE

20"X60' BENCH

MAJOR CONTOUR

MINOR CONTOUR

WORK POINT

GENERAL NOTES

1. PROPERTY LINES, SITE SURVEY AND TOPOGRAPHICAL INFORMATION

BASED FROM A COMPILATION OF CAMDEN COUNTY GIS AND ON THE

GROUND SURVEYS PERFORMED BY PATRIOT SURVEYING AND

INFRASTRUCTURE.

2. CONTOURS AND ELEVATIONS SHOWN ON NAVD88 VERTICAL DATUM BASED

ON GPS OBSERVATIONS. SUPPLEMENTAL SURVEY FROM LIDAR 2020.

3. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATIONS

TAKEN AT THE TIME OF THE FIELD SURVEY. MAPPING PREPARED ON

NAD83 STATE PLANE COORDINATE SYSTEM NORTH CAROLINA.

4. REFER TO GENERAL SYMBOLS FOR SURVEY LEGEND. ALL BIDDERS ARE

REQUIRED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR

TO SUBMITTING THEIR BID, AND BECOME FAMILIAR WITH ALL

CONDITIONS AS THEY MAY AFFECT THEIR BID. CONTRACTOR AND

SUB-CONTRACTOR SHALL BE FAMILIAR WITH ALL DRAWINGS AND

SPECIFICATIONS PRIOR TO COMMENCING THE CONSTRUCTION.

5. LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE

APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING THE LOCATION OF SUCH UTILITIES, PROTECTING ALL

EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

ON-SITE COORDINATION WITH UTILITY COMPANIES AND PUBLIC

AGENCIES AND FOR OBTAINING ALL REQUIRED PERMITS AND PAYING

ALL REQUIRED FEES.

6. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE

PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE

UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE

CONTRACTOR AND THE INFORMATION FURNISHED TO THE OWNER'S

REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT.

7. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE

ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND

ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER AT NO

ADDITIONAL COST TO THE CITY OF ELIZABETH CITY.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS

AND SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION

AND DEMOLITION REQUIRED TO RECEIVE SITE IMPROVEMENTS.

9. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND

EXISTING CONDITIONS, EXISTING CONDITIONS TO REMAIN, AND

PERMANENT CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF

THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. ITEMS

ENCOUNTERED IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON

THE DRAWINGS, BUT ARE VISIBLE ON SURFACE, SHALL BE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED AT NO

ADDITIONAL COST TO THE OWNER.

10. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING

CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON

"AS BUILT" DRAWINGS.

11. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE

THE PROJECT LIMITS, SHALL BE RESTORED TO THE ORIGINAL

CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST AND TO THE

SATISFACTION OF THE OWNER.

12. ALL WORK SHOWN ON THE PLANS AS BOLD SHALL REPRESENT PROPOSED

WORK. THE TERM "PROPOSED (PROP)" INDICATES WORK TO BE

CONSTRUCTED USING NEW MATERIALS.

13. ALL KNOWN EXISTING STATE, COUNTY AND CITY LOCATION LINES

AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM

AVAILABLE INFORMATION AND ARE INDICATED ON THE PLANS.

14. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PROTECT HIS EMPLOYEES, AS WELL AS PUBLIC USERS FROM INJURY

DURING THE ENTIRE CONSTRUCTION PERIOD USING ALL NECESSARY

SAFEGUARDS, INCLUDING BUT NOT LIMITED TO, THE ERECTION OF

TEMPORARY WALKS, STRUCTURES, PROTECTIVE BARRIERS, COVERING,

OR FENCES AS NEEDED.

15. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE

OSHA "COMPETENT PERSON" PRIOR TO CONSTRUCTION.

16. FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE

PRESENCE OR PERMISSION OF THE OWNER.

17. EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM

CONSTRUCTION ACTIVITIES. NO STOCKPILING OF MATERIAL,

EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE

DRIP LINE OF TREES TO REMAIN. NO GUYS SHALL BE ATTACHED TO

ANY TREE TO REMAIN. WHEN NECESSARY OR AS DIRECTED BY THE

OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL ERECT TEMPORARY

BARRIERS FOR THE PROTECTION OF EXISTING TREES DURING

CONSTRUCTION.

18. TREES AND SHRUBS WITHIN THE LIMITS OF WORK SHALL BE REMOVED

ONLY UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR AS

NOTED ON THE PLANS.

19. NO FILLING SHALL OCCUR AROUND EXISTING TREES TO REMAIN

WITHOUT THE APPROVAL OF THE OWNER OR OWNER REPRESENTATIVE.

20. THE CONTRACTOR SHALL REMOVE ALL SURFACE VEGETATION PRIOR TO

GRADING THE SITE. TREES SHALL BE REMOVED AND DISPOSED

COMPLETE BY CONTRACTOR. STUMPS SHALL BE KEPT IN PLACE.

TEMPORARY EROSION CONTROL MEASURES (INCLUDING SILT FENCE,

STRAW WATTLES, OR SILT SOCKS) AND SEDIMENT CURTAINS SHALL BE

INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING THESE TEMPORARY EROSION CONTROL

MEASURES THROUGHOUT THE PROJECT WHICH COST SHALL BE

INCIDENTAL TO THE PROJECT.

21. TIMBER MATS SHALL BE IMPLEMENTED WITHIN LIMITS OF

DISTURBANCE ALONG BOARDWALK TO FACILITATE TRAVEL ALONG THE

BOARDWALK. MATS TO TRAVEL TO OTHER LOCATIONS AS NEEDED.

22. ALL UNSUITABLE EXCESS SOIL FROM CONSTRUCTION ACTIVITIES

SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE CITY. REMOVAL ACTIVITIES SHALL BE ACCORDANCE WITH

STATE AND LOCAL REGULATIONS AT NO ADDITIONAL COST TO THE

CITY.

23. CONTRACTOR IS RESPONSIBLE FOR STAKING CONSTRUCTION BASELINES

IN FIELD WITH A NC. REGISTERED PROFESSIONAL LAND SURVEYOR.

NO CONSTRUCTION WILL BE PERFORMED WITHOUT THE PROPOSED

BASELINES AND LAYOUTS APPROVED BY THE ENGINEER.

24. NO FILL SHALL CONTAIN HAZARDOUS MATERIALS.

25. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING

AROUND PERIMETER OF WORK AREA (LIMIT OF WORK). FENCE SHALL

NOT IMPEDE TRAVEL WAYS.

26. ANY QUANTITIES SHOWN ON PLANS ARE FOR COMPARATIVE BIDDING

PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

VISIT THE PROJECT SITE TO VERIFY ALL QUANTITIES AND

CONDITIONS PRIOR TO SUBMITTING BID.

27. CONTRACTOR'S STAGING AREA MUST BE WITHIN THE CONTRACT LIMIT

LINE AND IN AREAS APPROVED BY OWNER. ANY OTHER AREAS THAT

THE CONTRACTOR MAY WISH TO USE FOR STAGING MUST BE

COORDINATED WITH THE OWNER.

28. THE CONTRACTOR SHALL KEEP ALL STREETS, PARKING LOTS AND

WALKS THAT ARE NOT RESTRICTED FROM PUBLIC USE DURING

CONSTRUCTION CLEAN AT ALL TIMES.

29. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER.

30. THE LIMIT OF WORK SHALL BE DELINEATED IN THE FIELD PRIOR TO

THE START OF SITE CLEARING OR CONSTRUCTION AND AGREED UPON

WITH THE OWNER'S REPRESENTATIVE.

31. HAULING OF EARTH MATERIALS TO AND FROM THE SITE SHALL BE

RESTRICTED TO THE HOURS OF 7 AM TO 5 PM.

32. ANY BOULDERS 3 CY OR SMALLER SHALL BE CONSIDERED

UNDOCUMENTED FILL AND SHALL BE DISPOSED OF AT NO ADDITIONAL

COST TO THE CITY.

33. WORK ON WEEKENDS SHALL ONLY BE CONDUCTED IF PRIOR WRITTEN

PERMISSION IS PROVIDED BY THE CITY.

34. NO TRUCKS SHALL BE LEFT IDLING ON CITY STREETS DURING

CONSTRUCTION. CONSTRUCTION TRAFFIC AT NO TIME SHALL IMPEDE

FLOW OF RESIDENT TRAFFIC.

DEMOLITION & SITE PREPARATION NOTES

1. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING

ANY EXISTING SITE FEATURES AND APPURTENANCES NECESSARY TO

ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE

IMPROVEMENTS. THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID

THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE

SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS.

REFER TO PLANS TO DETERMINE EXCAVATION AND DEMOLITION

REQUIREMENTS AND TO DETERMINE THE LOCATION OF THE PROPOSED

SITE IMPROVEMENTS.

2. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS

DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH

MATERIALS. IF THE OWNER RETAINS ANY MATERIAL THE CONTRACTOR

SHALL MAKE ARRANGEMENTS WITH THE OWNER TO HAVE THOSE

MATERIALS REMOVED OFF SITE TO A DESIGNATED MUNICIPAL PROPERTY

AT NO ADDITIONAL COST. ALL GEOTECHNICALLY OR UNSUITABLE

EXCESS SOIL FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. REMOVAL

ACTIVITIES SHALL BE ACCORDANCE WITH STATE AND LOCAL

REGULATIONS AT NO ADDITIONAL COST TO THE CITY.

3. UNLESS SPECIFICALLY NOTED TO BE REMOVED AND STOCKPILED (R&S)

OR REUSED AND RELOCATED (R&R), ALL SITE FEATURES CALLED TO BE

REMOVED AND DEMOLISHED (R&D) SHALL BE REMOVED WITH THEIR

FOOTINGS, ATTACHMENTS, BASE MATERIAL, ETC. TRANSPORTED FROM

THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN

ACCEPTABLE DISPOSAL SITE AND AT NO ADDITIONAL COST TO THE

OWNER.

4. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED

THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED

DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED

TO THE SATISFACTION OF THE OWNER AND/OR OWNER'S

REPRESENTATIVE AT NO ADDITIONAL COST.

5. CLEAR AND GRUB VEGETATION SHALL INCLUDE REMOVAL OF ALL

GRASS/LAWN, SHRUBS, AND UNDERBRUSH, REMOVAL OF ROOTS, AND

ROUGH GRADING.

6. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN.

CONTRACTOR SHALL INSTALL TREE PROTECTION BARRIERS AFTER

CLEARING TURF AND UNDERBRUSH BY HAND AND TAKE DUE CARE TO

PREVENT INJURY TO TREES DURING CLEARING OPERATIONS.

EROSION AND SEDIMENT CONTROL NOTES

1. ALL LAND-DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER

THAT PREVENTS THE DISCHARGE OF SEDIMENT, POLLUTANTS, OR

DELETERIOUS SUBSTANCES TO WETLANDS, WATERS OF THE STATE, AND

ADJACENT PROPERTIES.

2. ALL SEDIMENT AND EROSION CONTROL DEVICES, INCLUDING UPLAND

WETLAND BUFFERS, SHALL BE PUT INTO PLACE PRIOR TO BEGINNING ANY

CONSTRUCTION OR DEMOLITION TO ENSURE SEDIMENT IS RETAINED ON

SITE. REFER TO PLANS FOR APPROXIMATE LOCATION OF EROSION AND

SEDIMENT CONTROL. REFER TO SPECS AND DETAILS FOR TYPE OF EROSION

AND SEDIMENT CONTROL.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUAL

INSPECTION, MAINTENANCE, AND REPAIR OR MODIFICATION OF ALL

CONTROL DEVICES THROUGHOUT THE DURATION OF THE PROJECT.

4. CONTRACTOR SHALL MEET ALL OF THE STATE OF NORTH CAROLINA AND THE

CITY OF ELIZABETH CITY WETLAND ORDINANCE REGULATIONS FOR

SEDIMENT AND EROSION CONTROL.

5. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED

TO PREVENT TRACKING OR FLOWING OF SEDIMENT ON TO PUBLIC/PRIVATE

ROADS.

6. ALL MATERIAL HAULING VEHICLES SHALL BE COMPLETELY COVERED PRIOR

TO LEAVING THE SITE.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR WHEEL CLEANING OF ALL

CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. CONTRACTOR

SHALL ENSURE THAT MATERIAL HAULING VEHICLES REMAIN ON PAVED

SURFACES AS MUCH AS POSSIBLE

8. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL DISTURBED AREAS,

INCLUDING TEMPORARY ACCESS AREAS, SHALL BE IMMEDIATELY

STABILIZED TO PREVENT EROSION AND OFFSITE SEDIMENT TRANSPORT.

9. ONCE FINAL STABILIZATION IS ACHIEVED, TEMPORARY CONSTRUCTION

SEDIMENT AND EROSION CONTROL DEVICES SHALL BE REMOVED AND

PROPERLY DISPOSED OF IN A MANNER THAT DOES NOT RESULT IN IMPACTS

TO WETLANDS, WATERS, OR ADJACENT PROPERTIES.

LAYOUT NOTES

1. COORDINATE ALL LAYOUT ACTIVITIES WITH THE SCOPE OF WORK

CALLED FOR BY DEMOLITION, GRADING AND UTILITIES

OPERATIONS ENCOMPASSED BY THIS CONTRACT. SET, PROTECT

AND REPLACE REFERENCE STAKES AS NECESSARY OR AS

REQUIRED BY THE OWNER'S REPRESENTATIVE.

2. ALL WORK SHALL BE PERFORMED BY CONTRACTOR UNLESS

SPECIFICALLY INDICATED THAT THE WORK WILL BE PERFORMED

"BY OWNER".

3. THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED

BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

4. ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED

FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE

PRIOR TO COMMENCEMENT OF INSTALLATION. ANY REQUIRED

ADJUSTMENTS TO THE LAYOUT SHALL BE UNDERTAKEN AS

DIRECTED, AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON

THE GROUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO

THE OWNER.

GRADING & DRAINAGE NOTES

1. ALL NEW WALKWAYS MUST CONFORM TO DRAWINGS AND TO CURRENT

AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS: WALKWAYS

SHALL MAINTAIN A CROSS PITCH OF NOT MORE THAN TWO (2%)

PERCENT MAXIMUM AND THE RUNNING SLOPE (PARALLEL TO THE

DIRECTION OF TRAVEL) OF FIVE (5%) PERCENT MAXIMUM.

2. MINIMUM SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1% TO

PROVIDE POSITIVE DRAINAGE. ANY DISCREPANCIES NOT ALLOWING

THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S

REPRESENTATIVE PRIOR TO CONTINUING WORK.

3. ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS

INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH THE

ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH

TRANSITION AT ALL EDGES.

4. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO

DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING.

5. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING

UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL

REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES

INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

6. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR

SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING

VERTICAL CURVES OR POUNDS AT ALL TOP AND BOTTOM OF SLOPES.

7. WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR

IMPLIED, BLEND GRADES TO EXISTING CONDITIONS WITHIN 5 FEET

OF PROPOSED CONTOURS.

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. EDGE OF PAVEMENT

LIMIT OF WORK

PROPERTY LINE

EX. BOARDWALK/DOCK

100 YEAR FEMA FLOOD ZONE

OFFSHORE OBSTRUCTION

SEE NOTE 1

OFFSHORE OBSTRUCTION

SEE NOTE 1

OFFSHORE OBSTRUCTION

SEE NOTE 1

OFFSHORE OBSTRUCTION

SEE NOTE 1

30' CAMA BUFFER

NORMAL WATER LEVEL: 0.21'

N W

L

NW

L

NW

L

NWL

N W

L

N W

L

NWL

N W

LNWL

NWL

NWL

NW

L

NW

L

N W

L

NWL NWL

EX. OVERHEAD POWER LINE

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COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CHGRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

EXISTING

CONDITIONS PLAN

L100

MATCHLINE

SEE SHEET L101

MATCHLINE

SEE SHEET L102LEGEND

NOTE:

1. OBSTRUCTIONS SHOWN ARE SUNKEN

BARGES WITH TREES. POINTS DON'T

DESIGNATE OBSTRUCTION EXTENTS.

PASQUOTANK RIVER

CAMDEN CAUSEWAY

US HWY 158&168

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGN

EX. EDGE OF PAVEMENT

EX. BOARDWALK/DOCK

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

FEMA 100 YEAR FLOOD ZONE

EX. GRAVEL PARKING LOT

EX. OVERHEAD POWER LINE

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

EXISTING AREA AND LENGTH

ITEM AREA (SF) LENGTH (LF)

BOARDWALK TOTAL 5,000.11 909.11

PLATFORM 1 164.85

PLATFORM 2 153.26

PLATFORM 3 128.00

PLATFORM 4 209.00

PLATFORM TOTAL 655.99

BOARDWALK + PLATFORM TOTAL 5,656.10

NOTE: SEE PLAN VIEW DIMENSIONS SHEETS L101 AND L102.

NORMAL WATER LEVEL (NWL): 0.21'

30' CAMA BUFFER

EXISTING

CONDITIONS PLAN

64.8'

72.7'

EX. OVERHEAD POWER LINE

P:

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.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

EXISTING

CONDITIONS

PARKING LOT

ENLARGEMENT

PLAN

L101

L102

MATCHLINE

L102

MATCHLINE

EX. OVERHEAD POWER LINE

LEGEND

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGNEX. EDGE OF PAVEMENT

EX. BOARDWALK/DOCK

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

CAMDEN CAUSEWAY

US HWY 158&168

FEMA 100 YEAR FLOOD ZONE EX. GRAVEL PARKING LOT

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

EXISTING CONDITIONS

PARKING LOT ENLARGEMENT PLAN

N W

L

N W

L N

W L

N W

L

N W

L

N W

L N

W L

NW

L

NWL

NWLNWL

NWL

NWL

N W

L

NW

L

N W

L

NW

L

NW

L

NW

L

NWLNWL

N W

L N

W L

NWL

NW

L

NWLNWLNWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NW

L

NW

L

N W

L

NWL

NW

L

NW

L

N W

L

NW

L

NWL

64.5'

130.3'

128.4'

99.7'

139.7'

69.2'

95.1'

64.8'

47.4'

NW

L

13.2'

15.8' 8.1'

15.9'

8.0' 16.0'

7.7'

9.7'

15.8'

9.7'

10.3'

15.7'

10.5'

NWL NWL

P:

\N

C\ El iza be th Ci ty\ Ca us ew ay P ar k\0

6-

BI

M-

CA

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ST

IN

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CO

ND

IT

IO

NS

.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

EXISTING

CONDITIONS

BOARDWALK

ENLARGEMENT

PLAN

L102 L101

MATCHLINE

L101

MATCHLINE

PASQUOTANK RIVER

LEGEND

EX. CONTOURS

EX. BOARDWALK/DOCK

LIMIT OF WORK

PROPERTY LINE

FEMA 100 YEAR FLOOD ZONE

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

NORMAL WATER LEVEL (NWL): 0.21'

PLATFORM 4

AVG. DECK ELEVATION 3.42'

PLATFORM 3

AVG. DECK ELEVATION 2.20'

PLATFORM 2

AVG. DECK ELEVATION 2.35'

PLATFORM 1

AVG. DECK ELEVATION 2.29'

30' CAMA BUFFER

EXISTING CONDITIONS

BOARDWALK ENLARGEMENT

PLAN

COVERED

PLATFORM 4

AVG. DECK ELEVATION 4.0'

COVERED

PLATFORM 3

AVG. DECK ELEVATION 4.0'

PLATFORM 2

AVG. DECK ELEVATION 4.0'

PLATFORM 1

AVG. DECK ELEVATION 4.0'

P:

\N

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6-

BI

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CA

D\

-C ivi l-S ur ve y\S

HE

ET

S\ L1

S

IT

E

DE

MO

.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

SITE DEMO AND

PREP PLAN

OVERVIEW

L110

MATCHLINE

SEE SHEET L111

MATCHLINE

SEE SHEET L112

CLEAR AND GRUB

LEGEND

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGN

EX. EDGE OF PAVEMENT

EX. BOARDWALK/DOCK

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

EX. OVERHEAD POWER LINE

R&D TIMBER

BOARDWALK/DOCK

EXCAVATE & PREPARE

GRAVEL DRIVE FOR

CONCRETE PARKING

PASQUOTANK RIVER

PASQUOTANK RIVER

CAMDEN CAUSEWAY

US HWY 158&168

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LIMIT OF WORK

R&D EXISTING

PILINGS

PREPARE FOR NEW

GRAVEL PARKING LOT

EXTENTS

FEMA 100 YEAR FLOOD ZONE

EX. GRAVEL PARKING LOT

DEMOLITION QUANTITIES

ITEM AREA (SF)

CLEAR AND GRUB 19,164

R&D TIMBER 5,393

EXCAVATE GRAVEL FOR

CONCRETE PARKING

NORMAL WATER LEVEL (NWL): 0.21'

30' CAMA BUFFER

SITE DEMO AND PREP

PLAN OVERVIEW

51.4'

57.9'

62.9'

93.0'

30.0'

26.5'

P:

\N

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HE

ET

S\ L1

S

IT

E

DE

MO

.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

SITE DEMO AND

PREP PLAN

PARKING LOT

L111

L112

MATCHLINE

L112

MATCHLINE

CAMDEN CAUSEWAY

US HWY 158&168

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

LIM

IT O

F W

ORK

LI

M

IT

O

F W

O R

K

EX. OVERHEAD POWER LINE

CLEAR AND GRUB

LEGEND

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGNEX. EDGE OF PAVEMENT

EX. BOARDWALK/DOCK

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

R&D TIMBER

BOARDWALK/DOCK

EXCAVATE & PREPARE

GRAVEL DRIVE FOR

CONCRETE PARKING

R&D EXISTING

PILINGS

PREPARE FOR NEW

GRAVEL PARKING LOT

EXTENTS

EX. GRAVEL PARKING LOT

PLAN PARKING LOT

CLEAR & GRUB FOR

ACCESS PATH

P:

\N

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6-

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HE

ET

S\ L1

S

IT

E

DE

MO

.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

SITE DEMO AND

PREP PLAN

BOARDWALK

L112 L111

MATCHLINE

L111

MATCHLINE

LEGEND

PASQUOTANK RIVER

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

LI

M

IT

O F

W O

R K

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LIMIT OF WORK

CLEAR AND GRUB

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. EDGE OF PAVEMENT

30' CAMA BUFFER

LIMIT OF WORK

PROPERTY LINE

R&D TIMBER

BOARDWALK/DOCK

FEMA 100 YEAR FLOOD ZONE

NORMAL WATER LEVEL (NWL): 0.21'

EX. BOARDWALK/DOCK

PLAN BOARDWALK

NW

L

N W

L

NW

L

N W

L

NW

L

NWLNWL

NW

L

N W

L

N W

L

NW

L

NW

L

NWL

N W

L N W

LNWLNWL

NWL

NWL

NWL

NWL

NWL

NW

L

NW

L

NWL

NW

L

NW

L

NWL

COVERED

PLATFORM 4

AVG. DECK

ELEVATION 4.0'

COVERED

PLATFORM 3

AVG. DECK

ELEVATION 4.0'

PLATFORM 2

AVG. DECK

ELEVATION 4.0'

PLATFORM 1

AVG. DECK ELEVATION 4.0'

A0 +5

A1

+5

A2 +5

A3 +5

B0+72

B0+00

C0+00

C1+00

C2+00

C3+00

C3+70.55

A4 +4

2.

A0 +0

A1 +0

A2 +0

A3 +0

A4

+0

5 5

3 34 4 RAIN GARDEN, TYP.

TO BE INSTALLED BY

SEPARATE CONTRACTOR

BOARDWALK

ADA ACCESSIBLE GUARDRAIL SECTION

ADA ACCESSIBLE

GUARDRAIL SECTION

ADA ACCESSIBLE

GUARDRAIL SECTION

BENCH (TYP)

TIMBER FENCE

SEE NOTE

KAYAK LAUNCH

SEE DETAIL

ADA

FLUSH

GRANITE

CURB

WITH

DETECTABLE

WARNING

STRIP

ACCESSIBLE PARKING SPACE MARKINGS

BITUMINOUS CONCRETE

PAVEMENT-VEHICULAR

ALUMINUM GANGWAY

BOARDWALK TO START AT

GROUND LEVEL AND SLOPE UP AT

1V:12H TO ELEVATION 4.0' NAVD88

SECTION 2 TO BEGIN HERE

AND INCLUDE:

STA C1+70.09 TO C3+85.51,

PLATFORM 4

NWL NWL

P:

\N

C\ El iza be th Ci ty\ Ca us ew ay P ar k\0

6-

BI

M-

CA

D\

-C ivi l-S ur ve y\S

HE

ET

S\ L1

P

RO

PO

SE

D

L& M.

dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

PROPOSED PLAN

OVERVIEW

L120

MATCHLINE

SEE SHEET L121

MATCHLINE

SEE SHEET L122

CAMDEN CAUSEWAY

US HWY 158&168

PASQUOTANK RIVER

BOARDWALK

EX. OVERHEAD POWER LINE

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGN

EX. EDGE OF PAVEMENT

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

LEGEND

BITUMINOUS CONCRETE

PAVING, VEHICULAR

LI

M

IT

O

F W

O R

K

LI

M

IT

O F

W O

R K

LIMIT OF WORK

LIMIT OF WORK

RAIN GARDEN

1-2" FRESH GRAVEL

PARKING LOTFEMA 100 YEAR FLOOD ZONE

FENCE

20"X60" BENCH

MAJOR CONTOUR

MINOR CONTOUR

CONCRETE SIDEWALK

PROPOSED AREA AND LENGTH

STATIONS AREA (SF) LENGTH (LF)

A0+00 TO A0+50 300.00 50

A0+50 TO A1+00 300.00 50

A1+00 TO A2+00 609.21 100

A2+00 TO A3+00 600.31 100

A3+00 TO A4+00 749.17 100

A4+00 TO A4+42.59 259.43 42.98

B0+00 TO B0+72 682.00 72.00

C0+00 TO C1+00 578.82 100.00

C1+00 TO C2+00 604.30 100.00

C2+00 TO C3+00 600.08 100.00

C3+00 TO C3+86.35 423.99 70.51

BOARDWALK TOTAL 5,707.31 885.49

PLATFORM 1 160.00

ALUMINUM GANGWAY 60.00

KAYAK LAUNCH 180.00

PLATFORM 2 160.00

PLATFORM 3 128.00

PLATFORM 4 224.00

PLATFORM TOTAL 912.00

BOARDWALK + PLATFORM TOTAL 6,619.31

NOTE: SEE PLAN VIEW DIMENSIONS SHEET L122.

NORMAL WATER LEVEL (NWL): X.XX'

30' CAMA BUFFER

SILT FENCE

PROPOSED PLAN

OVERVIEW

SECTION 1

SECTION 2

108.2'

6.0' TYP.

A0 +5

A0 +0

51.4'

93.0'

66.9'

5 5

3 3

RAIN GARDEN, TYP.

TO BE INSTALLED BY

SEPARATE CONTRACTOR

TIMBER FENCE

SEE NOTE

ADA FLUSH GRANITE CURB

WITH DETECTABLE WARNING

STRIP

ACCESSIBLE PARKING SPACE MARKINGS

BITUMINOUS CONCRETE

PAVEMENT-VEHICULAR

57.9'

BOARDWALK TO START AT GROUND LEVEL AND SLOPE UP AT 1V:12H TO ELEVATION 4.0' NAVD88

P:

\N

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6-

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HE

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RO

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SE

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L& M.

dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL PROPOSED PLAN

PARKING LOT

L121

L122

MATCHLINE

L122

MATCHLINE

L500

L500

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

LIM

IT O

F W

ORK

LI

M

IT

O

F W

O R

K

CAMDEN CAUSEWAY

US HWY 158&168

BOARDWALK

EX. OVERHEAD POWER LINE

EX. CONTOURS

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGNEX. EDGE OF PAVEMENT

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

LEGEND

BITUMINOUS CONCRETE

PAVING, VEHICULAR

RAIN GARDEN

1-2" FRESH GRAVEL

PARKING LOT

FENCE

MAJOR CONTOUR

MINOR CONTOUR

CONCRETE SIDEWALK

L500

SILT FENCE

PROPOSED PLAN

PARKING LOT

L500

3ACCESSIBLE PARKING SPACE SIGN

L500

5 GRAVEL PAVEMENT

TIMBER FENCE NOTE:

1. TIMBER FENCE SHALL BE A

HORIZONTAL-SLAT, PRESSURE TREATED

SOUTHERN YELLOW PINE FENCE, NO MORE

THAN 4' IN HEIGHT. FENCE SHALL BE

LOCATED ALONG THE REAR BOUNDARY

(WATERWARD SIDE) OF THE GRAVEL PARKING

LOT TO MATCH THE AESTHETIC OF THE

EXISTING FENCE AT GEORGE M. WOOD

MEMORIAL PARK ACROSS THE HWY-158.

2. FENCE POSTS SHALL BE 4x4

PRESSURE-TREATED POSTS, INSTALLED ON

THE INSIDE (WATERWARD SIDE) OF THE

FENCE TO PROVIDE A CLEAN,

UNINTERRUPTED HORIZONTAL APPEARANCE

ON THE EXTERIOR FACE. POSTS SHALL BE

SET PLUMB IN CONCRETE FOOTINGS,

MINIMUM 10 INCHES IN DIAMETER AND 30

INCHES DEEP, UNLESS OTHERWISE REQUIRED

BY FIELD CONDITIONS.

3. ALL LUMBER SHALL BE #2 GRADE OR BETTER,

PRESSURE-TREATED FOR EXTERIOR

EXPOSURE. ALL FASTENERS SHALL BE

HOT-DIPPED GALVANIZED OR STAINLESS

STEEL AND COMPATIBLE WITH TREATED

LUMBER. ANY CUT ENDS SHALL RECEIVE

FIELD-APPLIED PRESERVATIVE TREATMENT.

4. FINISH SHALL BE NATURAL WOOD

(UNSTAINED) UNLESS OTHERWISE INDICATED.

CONTRACTOR SHALL VERIFY FIELD

ALIGNMENT, SLAT SPACING, AND ELEVATIONS

PRIOR TO INSTALLATION. INSTALLATION

SHALL COMPLY WITH MANUFACTURE

RECOMMENDATIONS AND ALL APPLICABLE

LOCAL CODES.

N W

L

N W

L N

W L

N W

L

N W

L

N W

L N

W L

NW

L

NWL

NWLNWL

NWL

NWL

N W

L

NW

L

N W

L

NW

L

NW

L

NW

L

NWLNWL

N W

L N

W L

NWL

NW

L

NWLNWLNWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NWL

NW

L

NW

L

N W

L

NWL

NW

L

NW

L

N W

L

NW

L

NWL

28.7'

8.0'4.0'

4.0'

20.6'

20.6'

64.4'

130.3'

128.4'

100.0'

139.7'

72.0'

94.9'

108.2'

14.0'

18.5'

A0 +5

A1

+5

A2 +5

A3 +5

B0+72

B0+00

C0+00

C1+00

C2+00

C3+00

C3+70.55

47.4'

A4 +4

2.

A1 +0

A2 +0

A3 +0

A4

+0

BOARDWALK

ADA ACCESSIBLE

GUARDRAIL SECTION

ADA ACCESSIBLE

GUARDRAIL SECTION

ADA ACCESSIBLE

GUARDRAIL SECTION

BENCH (TYP)

KAYAK LAUNCH

SEE DETAIL

ALUMINUM GANGWAY

SECTION 2 TO BEGIN HERE AND INCLUDE:

STA C1+70.09 TO C3+85.51,

PLATFORM 4

NWL NWL

NW

L

14.0'

16.0'

16.0'

8.0'

8.0'

8.0'

16.0'

NWL

NWL

NW

L

N W

L N

W L

NW

L

NW

L

NW

L

10.0'

16.0'

10.0'

11.0'

18.0'

10.0'

4.0'

16.0'

10.0' 10.0'

P:

\N

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6-

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M-

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D\

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HE

ET

S\ L1

P

RO

PO

SE

D

L& M.

dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

PROPOSED PLAN

BOARDWALK

L122 L121

MATCHLINE

L121

MATCHLINE

PASQUOTANK RIVER

LEGEND

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LIMIT OF WORK

BOARDWALK

EX. CONTOURS

LIMIT OF WORK

PROPERTY LINE

FEMA 100 YEAR FLOOD ZONE

20"X60" BENCH

NORMAL WATER LEVEL (NWL): 0.21'

COVERED PLATFORM 4

AVG. DECK ELEVATION 4.0'

COVERED PLATFORM 3

AVG. DECK ELEVATION 4.0'

PLATFORM 2

AVG. DECK ELEVATION 4.0'

PLATFORM 1 & KAYAK LAUNCH

PLATFORM 1 AVG. DECK ELEVATION 4.0'

NOTE:

1. PLAN VIEW DIMENSIONS DENOTE CENTERLINE MEASUREMENTS.

2. BOARDWALK IS 6LF IN WIDTH UNLESS DENOTED OTHERWISE.

30' CAMA BUFFER

PROPOSED PLAN

BOARDWALK

NW

L

N W

L

NW

L

N W

L

NW

L

NWLNWL

NW

L

N W

L

N W

L

NW

L

NW

L

NWL

N W

L N W

LNWLNWL

NWL

NWL

NWL

NWL

NWL

NW

L

NW

L

NWL

NW

L

NW

L

NWL

N

°1 5'

"E

N

°1 9'

"W

N

°3 1'

"E

N64°05'57"E

N 4°

'5

3" W

N66°00'21"W

N63°06'19"W

N49°41'58"W

N37°15'01"W

WP1

WP2

WP3 WP4

WP5

WP6

WP7

WP8

WP9

WP10

WP11

WP12

WP13

WP14

WP15

WP16

WP17

WP18

WP19

WP20

WP21

WP22Point Table

Point #

WP1

WP2

WP3

WP4

WP5

WP6

WP7

WP8

WP9

WP10

WP11

WP12

WP13

WP14

WP15

WP16

WP17

WP18

WP19

WP20

WP21

WP22

Northing

940010.280

940061.635

940068.085

940068.124

940068.130

940010.251

940174.217

940250.890

940265.414

940401.843

940477.970

940501.690

940510.749

940502.183

940282.702

940304.187

940275.461

940530.207

940551.489

940589.152

940619.815

940671.057

Easting

2822456.834

2822456.963

2822519.865

2822547.049

2822549.828

2822549.867

2822568.144

2822545.702

2822541.430

2822571.752

2822566.263

2822564.509

2822555.784

2822572.374

2822610.366

2822643.355

2822613.972

2822448.905

2822431.059

2822332.691

2822296.535

2822257.586

WP4

WP5

WP6

WP7

WP4

WP5

WP6

WP7

NWL NWL

Point Table

Point #

WP1

WP2

WP3

WP4

WP5

WP6

WP7

WP8

WP9

WP10

WP11

WP12

WP13

WP14

WP15

WP16

WP17

WP18

WP19

WP20

WP21

WP22

Northing

940010.280

940061.635

940068.085

940068.124

940068.130

940010.251

940174.217

940250.890

940265.414

940401.843

940477.970

940501.690

940510.749

940502.183

940282.702

940304.187

940275.461

940530.207

940551.489

940589.152

940619.815

940671.057

Easting

2822456.834

2822456.963

2822519.865

2822547.049

2822549.828

2822549.867

2822568.144

2822545.702

2822541.430

2822571.752

2822566.263

2822564.509

2822555.784

2822572.374

2822610.366

2822643.355

2822613.972

2822448.905

2822431.059

2822332.691

2822296.535

2822257.586

P:

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dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

GRAPHIC SCALE

1 inch = ft.

( IN FEET )

HORIZONTAL

WORK

POINTS PLAN

L123

CAMDEN CAUSEWAY

US HWY 158&168

PASQUOTANK RIVER

BOARDWALK

EX. OVERHEAD POWER LINE

EX. EDGE OF GRAVEL

SECTION 404 WETLANDS

EX. ROAD RIGHT OF WAY

EX. POWER POLE

EX. LIGHT

EX. SIGN

EX. EDGE OF PAVEMENT

LIMIT OF WORK

PROPERTY LINE

EX. CONCRETE SIGN

LEGEND

BITUMINOUS CONCRETE

PAVING, VEHICULAR

LIM

IT O

F W

ORK

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

LIMIT OF WORK

RAIN GARDEN

1-2" FRESH GRAVEL

PARKING LOT

FEMA 100 YEAR FLOOD ZONE

FENCE

CONCRETE SIDEWALK

NORMAL WATER LEVEL (NWL): X.21'

30' CAMA BUFFER

WORK POINT

WORK POINTS PLAN

NORMAL

WATER LEVEL 0.21' NAVD88

3' MIN

SECTION 404 WETLANDS

PROPOSED 1V:12H

LONGITUDINAL SLOPE

NORMAL WATER LEVEL 0.21' NAVD88

TURN OFF TO

KAYAK LAUNCH.

SEE ALIGNMENT B

CROSS SECTION

PLATFORM 2

10.0' X 16.0'

30' CAMA BUFFER

DECK OF BOARDWALK

4.0' NAVD88

MINIMUM DRIVEN PILE LENGTH

SHALL BE 8 FEET. TYP.

SECTION 1

NORMAL

WATER LEVEL 0.21' NAVD88

3' MIN

NORMAL WATER LEVEL 0.21' NAVD88

BOARDWALK TO

PLATFORM 2

SEE ALIGNMENT A

CROSS SECTION

PLATFORM 1

16.0' X 10.0'

30' CAMA BUFFER

ALUMINUM GANGWAY W/ RAILING

4.0' X 15.0'

KAYAK

LAUNCH

10.0' X 18.0'

SECTION 1

P:

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COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

PROPOSED

CROSS SECTIONS

BOARDWALK

L130

ALIGNMENT A CROSS SECTION VIEW

STA A0+00 TO A4+42.59

N.T.S.

ALIGNMENT B CROSS SECTION VIEW

STA B0+00 TO B0+71.51

N.T.S.

NORMAL

WATER LEVEL 0.21'

3' MIN

PLATFORM 3

8.0' X 16.0'

PLATFORM 4

14.0' X 16.0'BOARDWALK TO

PLATFORM 2

SEE ALIGNMENT A

CROSS SECTION

PROPOSED

COVERED

PLATFORM

PROPOSED

COVERED

PLATFORM

SECTION 2:

END OF PLATFORM 3 TO END OF

ALIGNMENT AND PLATFROM 4

NOTE:

COVERED PLATFORM SHALL INCORPORATE

PRESSURE TREATED ROOF TRUSSES, A HIP

ROOF W/ STANDING SEAM METAL, AND ALL

TREATED LUMBER. STRUCTURES SHALL BE

DESIGNED FOR DESIGN LOADS INCLUDED IN

BOARDWALK DESIGN REQUIREMENTS.SECTION 2

SECTION 1

DECK OF BOARDWALK

4.0' NAVD88

10'-0"

BOTTOM OF TRUSS

P:

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PO

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dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

PROPOSED

CROSS SECTIONS

BOARDWALK

L131

ALIGNMENT C CROSS SECTION VIEW

STA C0+00 TO C3+86.35

N.T.S.

BITUMINOUS CONCRETE

TOP COURSE

BITUMEN TACK COAT

BITUMINOUS CONCRETE

BINDER COURSE

COMPACTED DENSE

GRADED CRUSHED STONE

COMPACTED SUBGRADE

1- 1/

2" 2-

1/ 2"

1' -0

NOTES:

1. CONTRACTOR TO PROVIDE SMOOTH TRANSITION WHERE

NEW PAVEMENT ABUTS EXISTING PAVEMENT.

VERTICAL GRANITE CURB, TYP.

FLUSH GRANITE CURB

NOTES:

1. CONTRACTOR SHALL PROVIDE CLEAN AND STRAIGHT SAWCUT LINES

SEE PLANS 1.5% CROSS SLOPE MAX.

CEMENT CONCRETE PAVEMENT, TYP.

SEE DETAIL

5'

1.5% CROSS SLOPE MAX.

1' -6

6"

1'

6' 3'

-6

FLAT SHEET ALUMINUM SIGN PANEL,

CITY TO PROVIDE FINAL GRAPHIC

INFORMATOIN DURING

CONSTRUCTION

TELSPAR (OR APPROVED EQUAL)

PERFORATED SIGNPOST BOLTED

TO ANCHOR W/ 2ST. STL.

CARRIAGE BOLTS

TELSPAR 30" (OR APPROVED

EQUAL) NON-PERFORATED

ANCHOR

CORE-DRILL & FILL W/

NON-SHRINK GROUT

SEE PLANS FOR FINISH

CONDITION

6"

1'

4000 PSI CONCRETE

FOOTING

EXISTING SUBGRADE

ADA CURB CUT, TYP.

SEE DETAIL

4" PAINTED WHITE LINE

STRIPING, TYP.

SEE SPECIFICATIONS

45°

ACCESSIBLE PARKING SIGN, TYP.

SEE DETAIL

4'

4'

4", TYP.

9', TYP.8'

2'

M

IN

TY

P

2', TYP.

P:

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.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

VEHICULAR BITUMINOUS CONCRETE PAVEMENT

SCALE: 1 1/2" = 1'-0"1

ACCESIBLE PARKING SPACE SIGN, TYP.

SCALE: NTS3

ADA CURB CUT WITH DETECTABLE WARNING STRIP

SCALE: N.T.S2

L500

VEHICULAR BITUMINOUS CONCRETE PAVEMENT

SCALE: N.T.S4

SITE IMPROVEMENT

DETAILS

PARKING LOT

GRADED PER PLAN TO PROMOTE

POSITIVE DRAINAGE

NOTES:

1. ALL AGGREGATE MATERIAL SHALL BE

COMPACTED TO 95% MAX. DRY DENSITY.

2. THE MINIMUM AGGREGATE THICKNESS SHOWN

ARE AFTER COMPACTION.

1-2"

COMPACTED SUBGRADE

#57 STONE

GRAVEL PAVEMENT SECTION

N.T.S.5

TURBIDITY CURTAIN DETAIL

N.T.S.6

P:

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.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

L501

TYPICAL BOARDWALK ELEVATION

SCALE: N.T.SX

ENLARGED DECK PLAN

SCALE: N.T.SX

TYP. BOARDWALK FRAMING SECTION

SCALE: N.T.SX

TYP. ENLARGED DECK PLAN AT CORNERS

SCALE: N.T.SX

A.1 A A.2

SITE IMPROVEMENT

DETAILS

BOARDWALK

NOTES:

1. DETAILS PROVIDED ON THIS SHEET REPRESENT TYPICAL SHOP DRAWINGS

FOR THE CONTRACTOR TO PROVIDE BY A CERTIFIED ENGINEER.

2. BOARDWALK DESIGN NOTES CAN BE FOUND ON SHEET G001.

P:

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.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

SITE IMPROVEMENT

DETAILS

BOARDWALK

L502

INSIDE CORNER RAILING DETAIL

SCALE: N.T.SXOUTSIDE CORNER RAILING DETAIL

SCALE: N.T.SX

ADA ACCESIBLE GUARDRAIL

SCALE: N.T.SX

TYPICAL GUARDRAIL SECTION

SCALE: N.T.SX

GUARDRAIL POST CONNECTION

SCALE: N.T.SX

NOTES:

1. DETAILS PROVIDED ON THIS SHEET REPRESENT TYPICAL SHOP DRAWINGS

FOR THE CONTRACTOR TO PROVIDE BY A CERTIFIED ENGINEER.

2. BOARDWALK DESIGN NOTES CAN BE FOUND ON SHEET G001.

KAYAK LAUNCH FLOATING

PLATFORM LAYOUT

SCALE: 3/8"=1'-0"

10'-0" 11'-0" 18'-0"

3' -0

4'

-0

3' -0

'-0

8'-0"

6' -0

4'

-0

6' -0

10'-0"

ALUMINUM GANGWAY

W/ ALUM. RAILING

STATIONARY PLATFORM

(TREATED WOOD)

TIMBER PILE W/ PILE

GUIDE HOOPS

KAYAK LAUNCH FLOATING

PLATFORM (TREATED WOOD)

1:4 RAMP

SLOPE

6' -0

BOARDWALK

(TREATED WOOD)

02' 2' 4'1'

KAYAK LAUNCH FLOATING

PLATFORM ELEVATION

SCALE: 3/8"=1'-0"

02' 2' 4'1'

RAMP 6'-0" LONG

FLOATS (TYP.)

ALUMINUM

TRANSITION RAMP

STATIONARY PLATFORM

(TREATED WOOD)

TIMBER PILE W/ PILE

GUIDE HOOPS

FLOATS (TYP.)

KAYAK LAUNCH FLOATING

PLATFORM (TREATED WOOD)

ALUMINUM GANGWAY

W/ ALUM. RAILING

BOARDWALK

(TREATED WOOD)

TIMBER PILE PLATFORM

SUPPORT (TYP.)

TREATED WOOD

RAILING (TYP.)

4' NAVD88

WL

ALUM. RAILING ON

EITHER SIDE OF RAMP

4'-0" 2'-0" 4'-0" 2'-0"

ALUMINUM

TRANSITION RAMP

1:4 RAMP SLOPE

15'-0"

3 DOCK CLEATS ON EITHER

SIDE, EVENLY SPACED

3 DOCK CLEATS ON EITHER

SIDE, EVENLY SPACED

ALUM. RAILING ON

EITHER SIDE OF RAMP

P:

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UN

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LA

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UT

.dw g

COPYRIGHT © 2024 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

CAUSEWAY PARK RESTORATION

US-158

ELIZABETH CITY, NC 27909

ISSUED FOR BID

1/19/2026

ENG25-0840

WSE of North Carolina, PC 2052 Energy Drive Apex, NC 27502

N.C. License No. C-4647

978.532.1900 800.SAMPSON

AS NOTED

LK

KF

CH

PROPOSED

KAYAK LAUNCH

PLATFORM LAYOUT

AND ELEVATION

L503