drawingsNPS_CALO_255683_DD_2022-08-17.pdf

OCRACOKE

To

North Rock

Shell Castle

PAMLICO

SOUND Portsmouth Village Open seasonally

Sheep Island

Tidal flats may flood quickly at high tide— depending upon winds and seasons.

Point of Grass

Oriental

Cedar Island

PINEY ISLAND WEST BAY

Hog Island

Mullet Shoal

Tump Point

Lola

South River Cedar Island

Refuge Office

CEDAR ISLAND

National Wildlife Refuge Long Point

Pilontary

Islands

Casey

Island

US Life-Saving

Service Station (Historic)

PORTSMOUTH

FLATS

Ocracoke Inlet

Cape Hatteras

National Seashore

Nags Head

Beacon Island

Ocracoke Lighthouse

Hall Point

F

Atlantic

Sealevel

101 Stacy

Long Point Open seasonally

Croatan

National

Forest

Core Creek

1300 r Davis e Williston

Otway

Smyrna

Morehead City to New Bern 51 km/32 mi

MOREHEAD

CITY

North Carolina Maritime Museum

OGUE

Fort Macon

ATLANTIC

BEACH Fort Macon

State Park

Beaufort Inlet

Mullet Pond

Passenger ferry landing Middle

Marshes

Whale Creek

Jacks Island

Core Sound Waterfowl

Museum

Morgan

Island

Shell Pt

BEAUFORT

Browns Island

Park Headquarters

Harkers Island Visitor Center

Codds Creek

ATLANTIC OCEAN

Ferry departures

Beaufort Visitor Information Center Straits

Gloucester

Bells Island

Marshallberg

Davis Island

Guthries Hammock

Shingle

Point

Great Island

Great Island Open seasonally

ONSLOW

B AY Power Squadron

Spit

Jetty

CAPE

LOOKOUT US Coast Guard Station

(Historic)

Passenger ferry landing

Cape Lookout Lighthouse

Open seasonally hT

N

O

HS

ro r k a t i o na sn e e

A o r

L

N l w l

HARKERS ISLAND

L

B

KC

af

B o p a

A c er y

Old DrumInlet

New Drum InletOphelia Inlet

N way n o r

C i

E U S a y

S t g

K

D

B h

B

E

R c s y

SO

A aw

B

By

N

B ya

A

I e nk

B

V E

R

R

UN

N

Oute

B r Banks

Nati o c

Sc en i eg r n e ar da

F e r r yn i

D

K a al n

Fe D

V e

NAL

D

SI

d

B a

Tu r r

V e o r t

U y

O

C O

R E

S O

U

A

C

B n

O

D N

N O

R

TH

C O

R E

AR

s y m e h i c l e s ci v

L S y a rr

N

EK

BAN

KS

Y e

OC

r a n B i R k o

A u n et

S O

U T

H

C O

R E

B A

N K

S

R e tu

B d a y u

P E k

O y al w a a ls I a i v e e k

C t o

E R

O C

In l

I E

L A s d n a n a g e

C r o r e i

S

H G e h t

LO O

e Sc e ni c B y

C t u

B

KOUT

e y

P

Ja o ig h

N t r C a a y v e r

In tr a c o a s ta l W a te rw a b ul sl y

C e N

B

R i o of n o t t r t h t r r e

S o

B

E FOR

r

BANKS

THIS PROJECT

NORTH CAROLINA

REGION 2

VIRGINIA

NORTH CAROLINA

Raleigh

Goldsboro

New Bern

Jacksonville 24

Morehead City 12

Cape Lookout National Seashore

Otway

Visitor Center

Beaufort CAPE LOOKOUT

Cape Hatteras National Seashore

RECOMMENDED:

Project Manager

APPROVED:

Superintendent

Date

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES -

PRIME / ARCH / MEP:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRELIMINARY DESIGN

/1

/2

:0

:0

P M

CAPE BOARDWALK REPLACEMENT

LIGHTHOUSE DISTRICT

CAPE LOOKOUT NATIONAL SEASHORE

2 CARTERET NC

1 11

XX

XXXXXX

CALO-255683

CAPE LOOKOUT NATIONAL SEASHORE

08/17/2022DESIGN DEVELOPMENT

140P2019D0008

CIVIL:

BREEDLOVE LAND PLANNING

ATLANTA, GEORGIA

INTERIOR REGION 2

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 CS COVER SHEET

2 G001 GENERAL INFORMATION

CIVIL

3 C101 SURVEY 1 OF 4

4 C102 SURVEY 2 OF 4

5 C103 SURVEY 3 OF 4

6 C104 SURVEY 4 OF 4

7 C107 OVERALL PLAN

8 C108 DEMOLITION & REPLACEMENT PLAN

9 C109 DEMOLITION & REPLACEMENT PLAN

10 C110 DEMOLITION & REPLACEMENT PLAN

11 C111 CONSTRUCTION DETAILS

Grand total: 11

MATCH LINE MARK

KEYNOTE

ELEVATION MARKS

LEGENDS & SYMBOLS:

CENTER LINE

DRAWING NUMBER

TITLES

SHEET NO. (WHERE SHOWN) A101

A1

ELEVATION NUMBER

SHEET NO. (WHERE SHOWN) A101

A1

EXTERIOR ELEVATION

DETAIL NUMBER A1

A101

DETAIL

SHEET NO. (WHERE SHOWN)

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF

CONSTRUCTION.

3. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

4. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT

SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS,

EVEN THOUGH NOT SPECIFICALLY MARKED ON THE

DRAWINGS.

5. CONTRACTOR SHALL REMOVE PROMPTLY AND LEGALLY

ALL ACCUMULATED DEBRIS AND SECURELY STORE ALL

ITEMS TO BE USED FOR CONSTRUCTION.

6. CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

7. THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC

AND ADJACENT PROPERTIES FROM DAMAGE

THROUGHOUT CONSTRUCTION.

8. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS OR SPECIFICATIONS

WITHOUT FIRST SECURING WRITTEN PERMISSION FROM

THE CONTRACTING OFFICER.

9. WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR

SPECIFICATIONS, REQUEST WRITTEN INTERPRETATION

FROM THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

10. THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION.

11. GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR COMPLETION OF ALL WORK SHOWN

OR REASONABLY IMPLIED BY THESE DRAWINGS AND/OR

SPECIFICATIONS.

12. DETAILS TAKE PRECEDENCE OVER PLANS &

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

13. THE CONTRACTOR SHALL FURNISH COPIES OF PERMITS,

INSPECTIONS, AND CERTIFICATES TO CONTRACTING

OFFICER AS REQUESTED ALONG WITH FIRST

APPLICATION FOR PAYMENT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO

THE COMMENCEMENT OF ANY WORK.

15. THE CONTRACTOR SHALL PROVIDE ALL CERTIFICATES

OF OCCUPANCY, PERMITS AND CLOSE OUT DOCUMENTS

TO CONTRACTING OFFICER UPON COMPLETION OF

PROJECT.

16. ANY ITEMS NOT BEING DEMOLISHED ARE TO BE

PROTECTED DURING CONSTRUCTION. IF DAMAGED OR

DESTROYED, REPLACE OR REPAIR DAMAGED OR

DESTROYED ITEMS WITH APPROVED ITEMS AT NO

EXPENSE TO THE NATIONAL PARK SERVICE.

17. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK SERVICE

THROUGH EXISTING DRAWINGS AND ON-SITE

OBSERVATION. VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING WORK. IF

EXISTING CONDITIONS ARE NOT AS DEPICTED OR

ANTICIPATED, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY UPON DISCOVERY AND DO NOT PROCEED

WITHOUT APPROVAL. IF CONTRACTOR PROCEEDS

WITHOUT APPROVAL, THE CONTRACTOR ACCEPTS FULL

LIABILITY FOR THAT PORTION OF CONSTRUCTION.

A

A/E ARCHITECT/ENGINEER

ABV ABOVE

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT (URAL)

AUTO AUTOMATIC

AVG AVERAGE

& AND

@ AT

B

BLDG BUILDING

BD BOARD

B.O. BOTTOM OFF

C

CAB CABINET

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS(ATION)

COR CONTRACTING OFFICER

REPRESENTATIVE

D

DBL DOUBLE

DEPT DEPARTMENT

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIV DIVISION

DN DOWN

DSC DENVER SERVICE CENTER

DTL DETAIL

DWG DRAWING

E

EA EACH

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXPS EXPOSE(D)

EXT EXTERIOR

F

FAB FABRICATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR

ELEVATION

FFL FINISHED FLOOR LINE

FIN FINISH

FLR FLOOR(ING)

FRP FIBER REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

FURN FURNITURE

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS

GYP GYPSUM

H

H HIGH

HC HANDICAP

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

I

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

L

LAV LAVATORY

L LONG

LVT LUXURY VINYL TILE

M

MAINT MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MISC MISCELLANEOUS

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MTD MOUNTED

MTL METAL

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O

OC ON CENTER

OPNG OPENING(S)

OPP OPPOSITE

OVHD OVERHEAD

P

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PMIS PROJECT MANAGEMENT

INFORMATION SYSTEM

PMIS NO PROJECT PMIS NUMBER

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

Q

QTY QUANTITY

R

R, RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCE (D) (ING)

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SIM SIMILAR

SPEC SPECIFICATION

SPK SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

STL STEEL

STO STORAGE

SUSP SUSPENDED

T

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERED

THK THICK

TLT TOILET

T.O. TOP OF

T & G TONGUE AND GROOVE

TYP TYPICAL

TV TELEVISION

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W WIDTH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WTRPRF WATERPROOFING

ABBREVIATIONS:

A. "ALIGN" MEANS (I.E.) TO ACCURATELY LOCATE

FINISH FACES IN A LINE OR SO AS TO BE

PARALLEL.

B. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE

C. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR

CONDITIONS, UNO

D. WHEREVER THE TERM "OR EQUAL" IS USED, IT

SHALL MEAN EQUAL OR BETTER PRODUCT AS

APPROVED BY THE CONTRACTING OFFICER.

DEFINITIONS:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:0

:0

P M

GENERAL INFORMATIONG001

C.BAXTER

J.RYAN

J.MORGAN

2 11

CAPE BOARDWALK LIGHTHOUSE DISTRICT XX

XXXXXX

CALO-255683

CAPE LOOKOUT NATIONAL SEASHORE08/17/2022

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:0

:0

P M

SURVEY 1 OF 4C101

C.BAXTER

J.RYAN

J.MORGAN

3 11

CAPE BOARDWALK LIGHTHOUSE DISTRICT XX

XXXXXX

CALO-255683

NOT TO SCALE

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:0

:0

P M

SURVEY 2 OF 4C102

C.BAXTER

J.RYAN

J.MORGAN

4 11

CAPE BOARDWALK LIGHTHOUSE DISTRICT XX

XXXXXX

CALO-255683

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:0

:0

P M

SURVEY 3 OF 4C103

C.BAXTER

J.RYAN

J.MORGAN

5 11

CAPE BOARDWALK LIGHTHOUSE DISTRICT XX

XXXXXX

CALO-255683

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:0

:0

P M

SURVEY 4 OF 4C104

C.BAXTER

J.RYAN

J.MORGAN

6 11

CAPE BOARDWALK LIGHTHOUSE DISTRICT XX

XXXXXX

CALO-255683

MATCH LINE

MATCH LINE

M

AT

CH

LI

NE

M

AT

CH

LI

NE

M

AT

CH

LI

NE

STEPS DOWN TO EX. GRADE

STEPS DOWN TO EX. GRADE

CONNECT BOARDWALK AT EXISTING

RAMP TO SATISFY ACCESSIBILITY

REQUIREMENTS

STEPS DOWN TO EX. GRADE

ADDED SCOPE (MOD 1)

ADDED SCOPE (MOD 1)

ADDED SCOPE (MOD 1)

ADDED SCOPE (MOD 1)

5.00

5.50

6.45

6.75

6.00

7.00

7.25

7.25

6.35+/-

MATCH EX.

3.0% SLOPE

2.5% SLOPE

2.5% SLOPE

4.75+/-

MATCH. EX

2.5% SLOPE

2.5% SLOPE

6.35

DATE:

TECH REVIEW:

SUB SHEET NO.

SHEET

OF

LOCATION WITHIN PARKA/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA C107

7 11CAPE LOOKOUT NATIONAL SEASHORE

B. MOLLEUR

N.RHINEHEIMER

G.CARAWAY

6/4 /20

5:

:30

P M

DESIGNED:

30 0 60 120

SCALE OF FEET

1. DECKING, RAILING, BEAMS & JOISTS TO BE FULLY REMOVED

2. PIERS TO BE LEFT IN PLACE & REUSED; CONTRACTOR TO PROVIDE ALLOWANCE FOR 2% PIER

REPLACEMENT

3. T-SHAPED SECTION ADJACENT TO KEEPERS QUARTERS TO BE REMOVED & NOT REPLACED.

4. BOARDWALK TO BE REPLACED IN EXISTING LOCATION & WITH COMPOSITE DECKING.

5. BOARDWALK TO BE RAISED AS NECESSARY TO BRING ELEVATION ABOVE EXISTING DUNES.

6. CONSTRUCT NEW ALIGNMENT.

7. ALL AREAS WHERE DISTANCE BETWEEN DECK HEIGHT AND SURROUNDING GRADE EXCEEDS

30" HEIGHT, CONTRACTOR SHALL INSTALL HANDRAIL WHICH COMPLIES WITH ALL APPLICABLE

CODES. REFER TO C-104 FOR CABLE DETAIL.

8. ADDRESS ALL ACCESSIBILITY REQUIREMENTS WITH REPLACEMENT

BOARDWALK REPLACEMENT NOTES

ENLARGEMENT

10 0 20 40

SCALE OF FEET

NOTE: ALL SCOPE TO BE CONSIDERED PART OF

BASE SCOPE, EXCEPT WHERE NOTED

OTHERWISE IN PLAN.

ACCESS TO ALL BUILDINGS DURING CONSTRUCTION SHALL

BE MAINTAINED AND OPEN TO EMERGENCY VEHICLES AT ALL

TIMES, THROUGH THE USE OF EXISTING OR TEMPORARY

ROADS, DRIVES, AND/OR WALKS.

BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER

TRAFFIC CONTROL MEASURES AS DEEMED NECESSARY FOR

THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE

PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION

ON ALL APPLICABLE ROADS AND PATHWAYS.

CUT AND FILL SLOPES SHALL NOT EXCEED 2H : 1V.

ALL CONSTRUCTION SHALL MEET OR EXCEED THE MINIMUM

APPLICABLE STANDARDS

ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN

THIS SET SHALL BE REFERRED TO THE CONTRACTING

OFFICER BY THE CONTRACTOR FOR CLARIFICATION BEFORE

PROCEEDING WITH THE WORK.

CONTRACTOR SHALL VERIFY ALL BENCHMARKS BEFORE

BEGINNING ANY WORK.

TREE SAVE AREA(S) SHALL BE PROTECTED BY THE

CONTRACTOR.

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL

TREES WITHIN AREAS TO GRADED UNLESS NOTED TO BE

SAVED.

EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND

SEDIMENTATION CONTROL STRUCTURES SHALL BE

INSTALLED IF DEEMED NECESSARY, BY ON-SITE INSPECTION.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES.

ALL GRADES SHOWN ARE FINISHED GRADES.

ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY

MARKED AND IDENTIFIED BY FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

VICINITY MAPNOT TO SCALE

SITE

GENERAL NOTES

CAPE BOARDWALK LIGHTHOUSE DISTRICT

08/17/2022

DRAWING NO.

XX

XXXXXX

PMIS/PKG NO.

CALO-255683

TITLE OF SHEET

OVERALL PLAN

MATCH LINE

7 INFORMATION SIGN

TO BE REPLACED IN EX/ LOCATION

1BOARDWALK

SEGMENT REMOVED

7INFORMATION SIGN

TO BE REPLACED IN EX/ LOCATION

8 RESTROOM BUILDING &

ASSOCIATED POSTS

8 GIFT SHOP BUILDING &

ASSOCIATED POSTS

7 INFORMATION SIGNS & SCULPTURE

TO BE REPLACED IN EX/ LOCATION

8PAVILION STRUCTURE &

ASSOCIATED POSTS

1 REPLACE EXISTING

STEPS ADDED SCOPE (MOD 1)

1 REPLACE APPROX. 160 L.F. OF RAILING

REFER TO C-104

1REPLACE EXISTING

STEPS

1REPLACE PAVILION BENCHES

SALVAGE BRACKETS FOR RE-USE

1REPLACE APPROX. 90 L.F. OF RAILING

REFER TO C-104

1 REPLACE APPROX. 10 L.F. OF RAILING

REFER TO C-1041REPLACE APPROX. 90 L.F. OF RAILING

REFER TO C-104

1 REPLACE APPROX. 10 L.F. OF RAILING

REFER TO C-104

1 REPLACE EXISTING

STEPS

ADDED SCOPE (MOD 1)

TO BE REMOVED BY CONTRACTOR OR AT

THE CONTRACTORS EXPENSE AND

RETAINED FOR REUSE AT THIS SITE

DEMOLISH BOARDWALK DECKING, JOISTS,

BEAMS, PIERS, & PILES AND RE-VEGETATE

ALL STRUCTURES ASSOCIATED W/ BOARDWALK

EXCEPT PIERS TO BE REMOVED & REPLACED

W/ NEW SIMILAR MATERIAL IN SAME

CONFIGURATION

TO BE REMOVED BY THE CONTRACTOR OR

AT THE CONTRACTORS EXPENSE

DEMOLITION LEGEND

LIMITS OF CONSTRUCTION ACTIVITY

SAVE AND PROTECT DURING

CONSTRUCTION

15 0 30 60

SCALE OF FEET

DATE:

TECH REVIEW:

SUB SHEET NO.

SHEET

OF

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA C108

8 11

B. MOLLEUR

N.RHINEHEIMER

G.CARAWAY

6/4 /20

5:

:30

P M

DESIGNED: LOCATION WITHIN PARK

CAPE LOOKOUT NATIONAL SEASHORE

DEMOLITION NOTE

NOTE: ALL PLANT IDENTIFICATION SIGNAGE & PATH

SIGNANCE WITHIN PROJECT LIMITS TO BE TURNED OVER

TO OWNER FOR RE-USE

1. CONTRACTOR SHALL REFER TO PHASING SECTION OF THE

SPECIFICATIONS. ALL DEMOLITION SHALL BE COORDINATED

WITH PHASING.

2. WORK DONE AHEAD OF SEQUENCE OR FOR TEMPORARY

PROVISIONS SHALL HAVE EXISTING DISTURBED SURFACES

PATCHED TO MATCH ORIGINAL CONDITIONS UNTIL NEW

CONSTRUCTION REPLACES SUCH REPAIRS OR MODIFICATIONS.

3. CONTRACTOR SHALL PROVIDE NECESSARY EROSION CONTROL

MEASURES DURING THE DEMOLITION PHASE OF

CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL

ITEMS REMOVED FROM SITE. DISPOSAL SHALL COMPLY WITH

ALL FEDERAL, STATE, AND LOCAL CODES. THERE SHALL BE NO

ON-SITE BURIAL OF DEBRIS GENERATED FROM CONSTRUCTION

ACTIVITIES.

5. UNLESS OTHERWISE NOTED, EXISTING ITEMS WITHIN THE

PROJECT LIMITS WILL BE RETAINED IN PLACE AND PROTECTED

FROM DAMAGE DURING THE CONSTRUCTION PERIOD. ANY

FACILITIES THAT ARE DAMAGED WILL BE REPAIRED OR

REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

6. CONTRACTOR SHALL SAVE & PROTECT ALL BUILDINGS,

FOUNDATIONS, CANOPIES, FENCES, ETC. ON THE PROPERTY,

UNLESS OTHERWISE NOTED. DAMAGE SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO

THE OWNER.

7. CONTRACTOR SHALL SAVE AND PROTECT ALL EXISTING STORM

DRAINAGE STRUCTURES UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL ACCOMPLISH DEMOLITION WITHIN THE

DRIP-LINE OF EXISTING SPECIMEN TREES BY UTILIZING HAND

LABOR PROCEDURES WITHOUT DAMAGING THE ROOT SYSTEM

OF TREE.

9. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SAFE,

CLEARLY MARKED PEDESTRIAN ACCESS ROUTES TO ALL

BUILDING ENTRANCES THROUGHOUT ALL PHASES OF

CONSTRUCTION.

10. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY

FROM BUILDINGS AT ALL TIMES.

11. LIMITS OF CURB AND GUTTER DEMOLITION ARE SUBJECT TO

THE NEAREST CONSTRUCTION JOINT.

12. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL

OR RELOCATION (AT HIS/HER EXPENSE) OF EXISTING ITEMS

THAT CONFLICT WITH NEW CONSTRUCTION UNLESS

OTHERWISE NOTED.

13. CONTRACTOR SHALL REPAIR TO EXISTING CONDITIONS ANY

SITE FEATURE DEMOLISHED OR DAMAGED DURING

INSTALLATION OF NEW SITE FEATURES.

14. CONTRACTOR SHALL RELOCATE OR ADJUST AS NECESSARY

ALL EXISTING UTILITY APPURTENANCES (CLEAN OUTS,

VALVE/METER BOXES AND/OR COVERS, ETC.) LOCATED WITHIN

THE LIMITS OF CONSTRUCTION TO FINISHED GRADE AT NO

ADDITIONAL COST TO THE OWNER.

15. CONTRACTOR IS RESPONSIBLE FOR REPAIRING IMMEDIATELY

ANY DAMAGE TO AN ACTIVE UTILITY.

GENERAL DEMOLITION NOTES

NOTE: LIMITS OF CONSTRUCTION SHOWN ARE FOR

REFERENCE ONLY, LIMITS OF CONSTRUCTION

ACTIVITY SHOULD BE RESTRICTED TO GREATEST

EXTENT POSSIBLE TO PROTECT AND MINIMIZE

DISTURBANCE TO SENSITIVE DUNE AREAS TO

REMAIN. CONTRACTOR SHALL WORK WITH

CONTRACTING OFFICER PRIOR TO CONSTRUCTION

TO IDENTIFY ANY ADDITIONAL AREAS NEEDED FOR

EQUIPMENT AND/OR MATERIAL STORAGE.

CONSTRUCTION LIMITS NOTE

CAPE BOARDWALK LIGHTHOUSE DISTRICT

08/17/2022

DRAWING NO.

XX

XXXXXX

PMIS/PKG NO.

CALO-255683

TITLE OF SHEET

DEMOLITION &

REPLACEMENT PLAN

MATCH LINE

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7INFORMATION SIGN

TO BE REPLACED IN EX/ LOCATION

7INFORMATION SIGN

TO BE REPLACED IN EX/ LOCATION

1REPLACE EXISTING BENCH,

SALVAGE BRACKET FOR RE-USE

1 REPLACE EXISTING BENCH,

SALVAGE BRACKET FOR RE-USE

DATE:

TECH REVIEW:

SUB SHEET NO.

SHEET

OF

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA C109

9 11

B. MOLLEUR

N.RHINEHEIMER

G.CARAWAY

6/4 /20

5:

:30

P M

DESIGNED: LOCATION WITHIN PARK

CAPE LOOKOUT NATIONAL SEASHORE

TO BE REMOVED BY CONTRACTOR OR AT

THE CONTRACTORS EXPENSE AND

RETAINED FOR REUSE AT THIS SITE

DEMOLISH BOARDWALK DECKING, JOISTS,

BEAMS, PIERS, & PILES AND RE-VEGETATE

ALL STRUCTURES ASSOCIATED W/ BOARDWALK

EXCEPT PIERS TO BE REMOVED & REPLACED

W/ NEW SIMILAR MATERIAL

TO BE REMOVED BY THE CONTRACTOR OR

AT THE CONTRACTORS EXPENSE

LIMITS OF CONSTRUCTION ACTIVITY

SAVE AND PROTECT DURING

CONSTRUCTION

NOTE: ALL PLANT IDENTIFICATION SIGNAGE & PATH

SIGNANCE WITHIN PROJECT LIMITS TO BE TURNED OVER

TO OWNER FOR RE-USE

15 0 30 60

SCALE OF FEET

NOTE: LIMITS OF CONSTRUCTION SHOWN ARE FOR

REFERENCE ONLY, LIMITS OF CONSTRUCTION

ACTIVITY SHOULD BE RESTRICTED TO GREATEST

EXTENT POSSIBLE TO PROTECT AND MINIMIZE

DISTURBANCE TO SENSITIVE DUNE AREAS TO

REMAIN. CONTRACTOR SHALL WORK WITH

CONTRACTING OFFICER PRIOR TO CONSTRUCTION

TO IDENTIFY ANY ADDITIONAL AREAS NEEDED FOR

EQUIPMENT AND/OR MATERIAL STORAGE.

CONSTRUCTION LIMITS NOTE

DEMOLITION NOTE

DEMOLITION LEGEND

CAPE BOARDWALK LIGHTHOUSE DISTRICT

08/17/2022

DRAWING NO.

XX

XXXXXX

PMIS/PKG NO.

CALO-255683

TITLE OF SHEET

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1REPLACE EXISTING BENCH,

SALVAGE BRACKET FOR RE-USE

1APPROX. 240 L.F. OF RAILING

REFER TO C-104

AREA 4 - 16'x16'

REPLACE EXISTING DECKING,

RAILING, & BENCHES

AREA 3 - 16'x16'

REPLACE EXISTING DECKING,

RAILING, & BENCHES

8 APPROX. LOCATION OF

EXISTING DIRT ROAD

1 REPLACE EXISTING

STEPS

8 EXISTING RESTROOM

BUILDING

(EXISTING CONC. SPEED

HUMP BURIED UNDER SAND)

1 REPLACE APPROX. 110 L.F. OF RAILING

REFER TO C-104

1 REPLACE APPROX. 30 L.F. OF RAILING

REFER TO C-104

1 REPLACE APPROX. 90 L.F. OF RAILING

REFER TO C-104

ADDED SCOPE (MOD 1)

ADDED SCOPE (MOD 1)

DATE:

TECH REVIEW:

SUB SHEET NO.

SHEET

OF

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA C110

10 11

B. MOLLEUR

N.RHINEHEIMER

G.CARAWAY

6/4 /20

5:

:30

P M

DESIGNED: LOCATION WITHIN PARK

CAPE LOOKOUT NATIONAL SEASHORE

TO BE REMOVED BY CONTRACTOR OR AT

THE CONTRACTORS EXPENSE AND

RETAINED FOR REUSE AT THIS SITE

DEMOLISH BOARDWALK DECKING, JOISTS,

BEAMS, PIERS, & PILES AND RE-VEGETATE

ALL STRUCTURES ASSOCIATED W/ BOARDWALK

EXCEPT PIERS TO BE REMOVED & REPLACED

W/ NEW SIMILAR MATERIAL

TO BE REMOVED BY THE CONTRACTOR OR

AT THE CONTRACTORS EXPENSE

LIMITS OF CONSTRUCTION ACTIVITY

SAVE AND PROTECT DURING

CONSTRUCTION

NOTE: ALL PLANT IDENTIFICATION SIGNAGE & PATH

SIGNANCE WITHIN PROJECT LIMITS TO BE TURNED

OVER TO OWNER FOR RE-USE

15 0 30 60

SCALE OF FEET

NOTE: LIMITS OF CONSTRUCTION SHOWN ARE FOR

REFERENCE ONLY, LIMITS OF CONSTRUCTION

ACTIVITY SHOULD BE RESTRICTED TO GREATEST

EXTENT POSSIBLE TO PROTECT AND MINIMIZE

DISTURBANCE TO SENSITIVE DUNE AREAS TO

REMAIN. CONTRACTOR SHALL WORK WITH

CONTRACTING OFFICER PRIOR TO CONSTRUCTION

TO IDENTIFY ANY ADDITIONAL AREAS NEEDED FOR

EQUIPMENT AND/OR MATERIAL STORAGE.

CONSTRUCTION LIMITS NOTE

DEMOLITION NOTE

DEMOLITION LEGEND

CAPE BOARDWALK LIGHTHOUSE DISTRICT

08/17/2022

DRAWING NO.

XX

XXXXXX

PMIS/PKG NO.

CALO-255683

TITLE OF SHEET

SUB SHEET NO.

SHEET

OF

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA C111

11 11

B. MOLLEUR

N.RHINEHEIMER

G.CARAWAY

6/4 /20

5:

:30

P M

DESIGNED: LOCATION WITHIN PARK

CAPE LOOKOUT NATIONAL SEASHORE

NOTE: CONTRACTOR TO PROVIDE SHOP

DRAWINGS OF GUARDRAIL FOR REVIEW

AND APPROVAL PRIOR TO FABRICATION.

FRONT VIEW SIDE VIEW

HANDRAIL

NOT TO SCALE

INTERMEDIATE POST - 3/16" TYPE 316

STAINLESS STEEL PROTECTIVE SLEEVE

FINAL POST - 1/4" X 3-1/4" S.S., LAG X HAND

SWAGE TURNBUCKLE FOR 3/16" CABLE

3/16" STAINLESS STEEL CABLE RAIL

WITH FASTENERS, 3 1/2" O.C. TYP.

BEGIN CABLE SPACING 2" FROM T.O.

SLAB THEN BEGIN 3 1/2"

BEGINNING POST - 3/16" STAINLESS STEEL

SWAGELESS LAG STUD

2"

EX. 6x6 WOOD POST

4x4 HANDRAIL POST

POST BEAM

BEAM

2x8 BEAM (ON BOTH SIDES OF

POST WHERE THE JOISTS HAVE

TO HAVE A JOINT)

FINISHED GRADE

1/2" HEX NUT W/ 1/2"

STANDARD WASHER AND

1/2" LOCK WASHER

ALL TO BE DOUBLE HOT

DIPPED GALVANIZED

CROSS-BRACING

POST & BEAM

CONNECTION

5/4 COMPOSITE DECKING

BOARD FASTENED AT EACH

JOIST W/ 2 316 STAINLESS

T25 HEAD SCREWS 3" LONG

2X10 JOIST (TYP.)

2X10 PERIMETER BEAM

BEYOND (TYP.)

GENERAL NOTES:

1. ALL POST LUMBER SHALL BE #1 KD-19 SOUTHERN YELLOW PINE, PRESSURE TREATED 0.80 PCF MIN.

RETAINED PRESERVATIVES.

2. ALL BEAMS, JOISTS, ETC PRESSURE TREATED PER A.W.P.A. TO 0.60 LBS./CU.FT. RETENTION.

3. ALL FASTENERS SHALL BE NO 316 STAINLESS STEEL W/ T25 HEAD

4. HARDWARE SHALL BE DOUBLE HOT DIP GALVANIZED.

DECKING

(2) 1/2" X 10" H.H. SCREW

6" (TYP).

12" (TYP.)

COMPOSITE 2X6 TREAD

GROUND CONTACT AWPA UC4B

4X12 BEAM (16" O.C.) SECURED TO

DECK W/ TOE SCREWS

GENERAL NOTES:

1. ALL POST LUMBER SHALL BE #1 KD-19 SOUTHERN YELLOW PINE, AWPA PRESSURE TREATED, CATEGORY 4A, 0.60 PCF MIN.

PRESERVATIVE RETENTION.

2. ALL BEAMS, JOISTS, ETC. SHALL BE SOUTHERN YELLOW PINE, AWPA PRESSURE TREATED, CATEGORY 3B, 0.60 PCF MIN.

PRESERVATIVE RETENTION.

3. ALL FASTENERS, CONNECTORS, AND HARDWARE SHALL BE STEEL AND DOUBLE HOT DIP GALVANIZED.

4. ALL DECKING SHALL BE SECURED TO FRAMING WITH 3" LONG PHILLIPS HEAD SCREWS, GALVANIZED OR STAINLESS STEEL.

5. CONTRACTOR SHALL INSTALL RAILING AT ALL WALLS OR DECKS THAT EXCEED 30" OR HIGHER FROM FINISHED GRADE.

6. REFER TO DECK AND BOARDWALK DETAILS FOR ADDITIONAL CONSTRUCTION INFORMATION (TYP.)

7. REFER TO PLANS FOR RISER NUMBERS AND LOCATIONS.

8. PROVIDE 4X4 INTERMEDIATE POST EVERY 48" MAX FOR STEPS EXCEEDING 48" IN LENGTH.

PROVIDE 1/2" ROUTED

NOSING AT EACH

LEADING TREAD

STRUCTURAL CONNECTIONS

NOT TO SCALE

OUTER 2x10 JOIST TO BE FACE SCREWED TO 6x6 POST 2x10 JOIST TO BE TOE

SCREWED TO 2x8 BEAM (TYP)

STAIR DETAIL

NOT TO SCALE

(2) 1/2" X 16" CARRIAGE HEAD SCREW

1/2" HEX NUT W/ 1/2" STANDARD

WASHER AND 1/2" LOCK WASHER ALL TO

BE DOUBLE HOT DIPPED GALVANIZED

5'-6" TYP.

(MATCH

EXISTING)

AWPA UC3B 2X10 DOUBLE BEAM (TYP)

EX. POST (TYP)

AWPA UC3B 2X8 JOIST (TYP.)

FASTEN TO BEAM VIA JOIST HANGER

AWPA UC3B 2X8 BRACING 30"

O.C. MAX.

8'- 0"

O .C

TY

P.

COMPOSITE DECKING

(TYP.)

GENERAL NOTES:

1. ALL POST LUMBER SHALL BE #1 KD-19 SOUTHERN YELLOW PINE, AWPA PRESSURE TREATED, CATEGORY 4A, 0.15 PCF MIN.

PRESERVATIVE RETENTION.

2. ALL BEAMS, JOISTS, ETC. SHALL BE SOUTHERN YELLOW PINE, AWPA PRESSURE TREATED, CATEGORY 3B, 0.06 PCF MIN.

PRESERVATIVE RETENTION.

3. ALL FASTENERS, CONNECTORS, AND HARDWARE SHALL BE DOUBLE HOT DIP GALVANIZED.

4. FRAMING NAILS SHALL BE 16D MIN., RING SHANK, DOUBLE HOT DIP GALVANIZED.

5. ALL DECKING SHALL BE SECURED TO FRAMING WITH 3" LONG PHILLIPS HEAD SCREWS, DOUBLE HOT DIP GALVANIZED.

6. CONTRACTOR SHALL INSTALL RAILING AT ALL WALLS OR DECKS THAT EXCEED 30" OR HIGHER FROM FINISHED GRADE.

AWPA UC3B 2X8 DOUBLE

PERIMETER JOIST (TYP.)

TYPICAL

BOARDWALK

BOARDWALK

NOT TO SCALE

BOARDWALK WITH WHEEL STOP TO

BE USED IN AREAS WHERE RAILING IS

NOT REQUIRED (LESS THAN 30"

ELEVATION DIFFERENCE)

AWPA UC3B 2x4 WOOD BLOCK 6" LONG

6x6 WOOD POST AWPA UC3B 2x6 BEAM AWPA UC3B 2x10 JOIST

4'-O" O.C.

(TYP.)

8'-0"

EXISTING POST

BENCH

NOT TO SCALE

COMPOSITE DECKING TO MATCH BOARDWALK

(2) 2x10 W/ 10° CUT ON BOTTOM @ 16" O.C.

CONTRACTOR SHALL REUSE

ALUMINUM BRACKETS CURRENTLY IN

PLACE ON BOARDWALK

2x8 W/ 10° CUT ALONG BOTTOM @ 16" O.C.

80°' 100°'

TYPICAL RAILING

COMPOSITE TOP RAIL

EXACT DIMENSION OF BOARDWALK FRAMING WILL VARY IN THE PAVILION AREA. CONTRACTOR SHALL COORDINATE WITH OWNERS REP & SITE DESIGN PROFESSIONAL IF ANY ISSUES ARISE ONCE EXISTING DECKING HAS BEEN REMOVED AND

UNDERLYING FRAMING HAS BEEN EXPOSED.

JOIST HANGER & FASTENERS TO BE

DOUBLE HOT DIPPED GALVANIZED

EX. EXTERIOR

SHEATHING & SIDING

EX. STUD WALL

EX. 2X BAND JOIST

REMOVE SIDING AT LEDGER

PRIOR TO INSTALLATION

THRESHOLD FLASHED & CAULKED

TO PREVENT WATER INTRUSION

LEDGER & JOIST FLUSH ON TOP

2X10 (MIN.)

LEDGER BOARD

2X10 JOIST (TYP.)

EXISTING

FOUNDATION

PILE

1/2" HEX NUT W/ 1/2" STANDARD

WASHER AND 1/2" LOCK

WASHER ALL TO BE DOUBLE

HOT DIPPED GALVANIZED

CONTINUOUS FLASHING

EXTENDING PAST JOIST HANGER

4 COMPOSITE DECKING

CONNECTION TO EXISTING STRUCTURES DETAIL

NOT TO SCALE

(2) 1/2" X 10" H.H. SCREW

C111

C111

C111

C111

C111

C111

4x4 HANDRAIL POST

3/16" STAINLESS STEEL CABLE RAIL

WITH FASTENERS, 3 1/2" O.C. TYP.

CAPE BOARDWALK LIGHTHOUSE DISTRICT

08/17/2022

DRAWING NO.

XX

XXXXXX

PMIS/PKG NO.

CALO-255683

TITLE OF SHEET

CONSTRUCTION

DETAILS