B08_-_NPS_CONG_248643_-_DRAWINGS_100pct_stamped_SECTION_BDF_2024_0429.pdf

CONSTRUCTION DOCUMENT - PRICING

A/E FIRM

PRIME/ARCH:

LIOLLIO ARCHITECTURE

CHARLESTON, SC

STRUCTURAL:

JGT & ASSOCIATES, INC.

MOUNT PLEASANT, SC

MarkSheet REVISION Date Initial QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design

Variance from Design Development (Title I)

OR

OR

Development (Title I) ____________

Approved by Superintendent on ____________

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Drawing No.

Project Manager Date

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

SOUTHEAST REGIONAL OFFICE REGION COUNTY STATE

SOUTHEAST RICHLAND SOUTH CAROLINA

BOARDWALK SECTION B, D & F

TITLE OF PROJECT

BASIC DATA: 178-141274

SHEET

PMIS/PKG NO.

DRAWING NO.

SOUTH CAROLINA

HOPKINS

OF

CONGAREE NATIONAL PARK

CONGAREE NATIONAL PARK

NAME OF PARK

LOCATION WITHIN PARK

248643

178-141274

BOARDWALK REPLACEMENT

12/05/2023100% COMPLETE CONSTRUCTION DOCUMENTS

BOARDWALK B, D, & F REPLACEMENT

DRAWING INDEX

A1 OVERALL SITE PLAN

A2 SECTION B ENLARGED

A3 SECTION B ENLARGED SECTIONS

A4 SECTION B ENLARGED STAIRS

A5 SECTION B GATE DETAILS

A6 SECTION D ENLARGED

A7 SECTION D & E ENLARGED OVERLOOKS

A8 SECTION F ENLARGED

A9 GUARDRAIL DETAILS

ARCHITECTURAL

G1 COVER SHEET & DRAWING INDEX

GENERAL

STRUCTURAL

PROJECT SITE

S0 BOARDWALK CONSTRUCTION NOTES

S1 BOARDWALK 'B' LAYOUT PLAN

S2 BOARDWALK 'B' LAYOUT PLAN

S3 BOARDWALK 'B' PROFILE

S4 BOARDWALK 'D' & 'E' OVERLOOK LAYOUT PLAN

S5 BOARDWALK 'D' & 'E' OVERLOOK PROFILE

S6 BOARDWALK 'F' LAYOUT PLAN & PROFILE

S7 BOARDWALK DETAILS

S8 LOW BOARDWALK DETAILS

S9 HIGH BOARDWALK DETAILS

S10 HIGH & LOW BOARDWALK DETAILS

S11 HIGH/LOW BOARDWALK DETAILS

S12 HIGH/LOW BOARDWALK DETAILS

S13 MISC BOARDWALK DETAILS

SURVEY

EX4 SITE PLAN (OVERLOOK AREAS)

EX5 ASBUILT SURVERY COVER SHEET

EX6 ASBUILT SURVEY SECTION A

EX7 ASBUILT SURVEY SECTION A

EX8 ASBUILT SURVEY SECTION B

EX9 ASBUILT SURVEY SECTION B

EX10 ASBUILT SURVEY SECTION B

EX11 ASBUILT SURVEY SECTION D

EX12 ASBUILT SURVEY SECTION D

EX13 ASBUILT SURVEY SECTION F

ELECTRICAL

E1 ELECTRICAL NOTES, LEGENDS, AND DETAILS

E2 ELECTRICAL SCHEDULES & DETAILS

E3 OVERALL ELECTRICAL SITE PLAN - A

E4 SECTION A ENLARGED PLAN

C Copyright 2018. All Rights Reserved. Reproduction, copying, or use of this drawing and designs shown thereon without written consent of Liollio Architecture, Inc. is prohibited and any infringement is subject to legal action.

SCALE: 1" = 10'

CONGAREE NATIONAL PARK

BOARDWALK REPLACEMENT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

229334

178-141274

EX4

SITE PLAN

(OVERLOOK AREAS)

S

OUT H C A R OLINA

PR

O

FE

SS

IONAL LAND SURV

EY

O RNo. 27736

A NDREW C. GILLETTE Jr

PARKER LAND

SURVEYING, LLC

No. 3814FOR REVIEW

OVERLOOK AREA 1

OVERLOOK AREA 2 OVERLOOK AREA 3

Z:\Share\Client Files\Survey\18061 - Congeree National Park\C3D-dwg\Phase 2\18061 - Congaree National Park Boardwalk Asbuilt-Phase 2.dwg, 3/17/2023 11:30:37 AM

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SC NAD 83 (2011)

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ELEVATED

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BOARDWALK

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ELEVATED

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BOARDWALK

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SC NAD 83 (2011)

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PK NAIL SET ELEV=98.04 (88 DATUM) N 723623.9865 E 2054663.3419

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ELEVATED

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BOARDWALK

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SC NAD 83 (2011)

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( IN FEET )

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BOARDWALK RAILING

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MATCHLINE

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TREE

AutoCAD SHX Text REFERENCE: 1. RICHLAND COUNTY PARCEL NUMBER R29700-01-01. NOTES: 1. BY GRAPHICAL PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN BY GRAPHICAL PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN BY GRAPHICAL PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN GRAPHICAL PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN GRAPHICAL PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN PLOTTING ONLY, THIS AREA APPEARS TO LIE WITHIN ONLY, THIS AREA APPEARS TO LIE WITHIN ONLY, THIS AREA APPEARS TO LIE WITHIN THIS AREA APPEARS TO LIE WITHIN THIS AREA APPEARS TO LIE WITHIN AREA APPEARS TO LIE WITHIN AREA APPEARS TO LIE WITHIN APPEARS TO LIE WITHIN APPEARS TO LIE WITHIN TO LIE WITHIN TO LIE WITHIN LIE WITHIN LIE WITHIN WITHIN WITHIN FLOOD ZONE 'A' (NO BASE FLOOD ELEVATION DETERMINED), AS PER ZONE 'A' (NO BASE FLOOD ELEVATION DETERMINED), AS PER ZONE 'A' (NO BASE FLOOD ELEVATION DETERMINED), AS PER 'A' (NO BASE FLOOD ELEVATION DETERMINED), AS PER 'A' (NO BASE FLOOD ELEVATION DETERMINED), AS PER (NO BASE FLOOD ELEVATION DETERMINED), AS PER (NO BASE FLOOD ELEVATION DETERMINED), AS PER BASE FLOOD ELEVATION DETERMINED), AS PER BASE FLOOD ELEVATION DETERMINED), AS PER FLOOD ELEVATION DETERMINED), AS PER FLOOD ELEVATION DETERMINED), AS PER ELEVATION DETERMINED), AS PER ELEVATION DETERMINED), AS PER DETERMINED), AS PER DETERMINED), AS PER AS PER AS PER PER PER F.I.R.M. COMMUNITY PANEL NUMBER 45079C 0530L, WITH AN EFFECTIVE COMMUNITY PANEL NUMBER 45079C 0530L, WITH AN EFFECTIVE COMMUNITY PANEL NUMBER 45079C 0530L, WITH AN EFFECTIVE PANEL NUMBER 45079C 0530L, WITH AN EFFECTIVE PANEL NUMBER 45079C 0530L, WITH AN EFFECTIVE NUMBER 45079C 0530L, WITH AN EFFECTIVE NUMBER 45079C 0530L, WITH AN EFFECTIVE 45079C 0530L, WITH AN EFFECTIVE 45079C 0530L, WITH AN EFFECTIVE 0530L, WITH AN EFFECTIVE 0530L, WITH AN EFFECTIVE WITH AN EFFECTIVE WITH AN EFFECTIVE AN EFFECTIVE AN EFFECTIVE EFFECTIVE EFFECTIVE DATE OF DECEMBER 21, 2017. 2. THE VERTICAL DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC THE VERTICAL DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC THE VERTICAL DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC VERTICAL DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC VERTICAL DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC DATUM IS 1988 AND THE HORIZONTAL DATUM IS SC IS 1988 AND THE HORIZONTAL DATUM IS SC IS 1988 AND THE HORIZONTAL DATUM IS SC 1988 AND THE HORIZONTAL DATUM IS SC 1988 AND THE HORIZONTAL DATUM IS SC AND THE HORIZONTAL DATUM IS SC AND THE HORIZONTAL DATUM IS SC THE HORIZONTAL DATUM IS SC THE HORIZONTAL DATUM IS SC HORIZONTAL DATUM IS SC HORIZONTAL DATUM IS SC DATUM IS SC DATUM IS SC IS SC IS SC SC SC NAD 83 (2011) STATE PLANE.

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ELEVATION ON BOARDWALK @ POST

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ELEVATION ON NATURAL GROUND

AutoCAD SHX Text CONTOUR LINE w/ELEVATION

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%%U LINETYPE & SYMBOL LEGEND

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PK NAIL SET

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AutoCAD SHX Text ANDREW C. GILLETTE Jr. S.C.P.L.S. No. 27736

AutoCAD SHX Text I HEREBY STATE TO THE BEST OF MY PROFESSIONAL HEREBY STATE TO THE BEST OF MY PROFESSIONAL HEREBY STATE TO THE BEST OF MY PROFESSIONAL STATE TO THE BEST OF MY PROFESSIONAL STATE TO THE BEST OF MY PROFESSIONAL TO THE BEST OF MY PROFESSIONAL TO THE BEST OF MY PROFESSIONAL THE BEST OF MY PROFESSIONAL THE BEST OF MY PROFESSIONAL BEST OF MY PROFESSIONAL BEST OF MY PROFESSIONAL OF MY PROFESSIONAL OF MY PROFESSIONAL MY PROFESSIONAL MY PROFESSIONAL PROFESSIONAL PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF, THE SURVEY INFORMATION AND BELIEF, THE SURVEY INFORMATION AND BELIEF, THE SURVEY AND BELIEF, THE SURVEY AND BELIEF, THE SURVEY BELIEF, THE SURVEY BELIEF, THE SURVEY THE SURVEY THE SURVEY SURVEY SURVEY SHOWN HEREON WAS MADE IN ACCORDANCE WITH THE HEREON WAS MADE IN ACCORDANCE WITH THE HEREON WAS MADE IN ACCORDANCE WITH THE WAS MADE IN ACCORDANCE WITH THE WAS MADE IN ACCORDANCE WITH THE MADE IN ACCORDANCE WITH THE MADE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE REQUIREMENTS OF THE STANDARDS OF PRACTICE MANUAL OF THE STANDARDS OF PRACTICE MANUAL OF THE STANDARDS OF PRACTICE MANUAL THE STANDARDS OF PRACTICE MANUAL THE STANDARDS OF PRACTICE MANUAL STANDARDS OF PRACTICE MANUAL STANDARDS OF PRACTICE MANUAL OF PRACTICE MANUAL OF PRACTICE MANUAL PRACTICE MANUAL PRACTICE MANUAL MANUAL MANUAL FOR SURVEYING IN SOUTH CAROLINA, AND MEETS OR SURVEYING IN SOUTH CAROLINA, AND MEETS OR SURVEYING IN SOUTH CAROLINA, AND MEETS OR SURVEYING IN SOUTH CAROLINA, AND MEETS OR IN SOUTH CAROLINA, AND MEETS OR IN SOUTH CAROLINA, AND MEETS OR SOUTH CAROLINA, AND MEETS OR SOUTH CAROLINA, AND MEETS OR CAROLINA, AND MEETS OR CAROLINA, AND MEETS OR AND MEETS OR AND MEETS OR MEETS OR MEETS OR OR OR EXCEEDS THE REQUIREMENTS FOR A CLASS SURVEY AS THE REQUIREMENTS FOR A CLASS SURVEY AS THE REQUIREMENTS FOR A CLASS SURVEY AS REQUIREMENTS FOR A CLASS SURVEY AS REQUIREMENTS FOR A CLASS SURVEY AS FOR A CLASS SURVEY AS FOR A CLASS SURVEY AS A CLASS SURVEY AS A CLASS SURVEY AS CLASS SURVEY AS CLASS SURVEY AS SURVEY AS SURVEY AS SURVEY AS SURVEY AS AS AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE THEREIN; ALSO THERE ARE NO VISIBLE THEREIN; ALSO THERE ARE NO VISIBLE ALSO THERE ARE NO VISIBLE ALSO THERE ARE NO VISIBLE THERE ARE NO VISIBLE THERE ARE NO VISIBLE ARE NO VISIBLE ARE NO VISIBLE NO VISIBLE NO VISIBLE VISIBLE VISIBLE ENCROACHMENTS OR PROJECTIONS OTHER THAN SHOWN.

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TRAIL MARKING SIGN

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RETAIN ING WALL

R E T A

IN

IN

G

W A L L

EXISTING BUILDING

6' WOOD FENCE

.2

188.34

223.

.6

N 724618.9019 E 2052984.0783

S E

C T

IO

N

B

SECTION A -

COMPLETED

SECTION D

SECTION G - FIREFLY TRAIL - NIC

SECTIO

N F

________________1

A2

________________1

A6

________________1

A8

EXISTING SECTION G - SEE

SHEET NOTES

SECTION E - COMPLETED

SECTION C - COMPLETED

SIMS TRAIL

SIMS TRAIL

BOARDWALK CROSSING

SIMS TRAIL

BOARDWALK CROSSING

OVERLOOK

WILDERNESS

BOUNDARY

E OVERLOOK

GENERAL NOTES - SITE PLAN

A ALL BOARDWALK DECKING TO BE TREATED PINE

WOOD

B SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

BOARDWALK SECTIONS & DETAILS

C CONSTRUCTION LIMITS TO BE NO GREATER THAN 2'-0"

OUTSIDE OF FUTURE BOARDWALK CONSTRUCTION.

1. GC TO PROVIDE A PHASING PLAN TO DEMOLISH

EXISTING BOARDWALKS

2. EXISTING BOARDWALK SECTION G TO REMAIN IN

PLACE DURING CONSTRUCTION.

SHEET NOTES

3. PROJECT STAGING FOR THE GENERAL CONTRACTOR

WILL BE LIMITED. SEE SITE PLAN.

4. PROJECT PARKING FOR THE GENERAL CONTRACTOR

AND SUBCONTRACTORS WILL BE LIMITED. NPS WILL

MARK OFF ASSIGNED PARKING BASED ON NUMBER

OF SPOTS REQUIRED.

TWO LOCATIONS AVAILABLE FOR CONTRACTOR'S LAY DOWN AND STAGING.

EACH OPTION REQUIRES AN EMERGENCY ACCESS PATH BE MAINTAINED FOR PARK'S ACCESS.

1. MAINTENANCE YARD: USE AREA ON MAINTENANCE YARD SIDE OF THE ROAD BETWEEN ROAD AND YARD.

2. SIM'S TRAIL: USE AREAS ON EITHER SIDE OF SIM'S TRAIL WHILE MAINTAINING AN ACCESS PATH.

GENERAL NOTES - DEMOLITION

A. IN ACCORDANCE WITH SCDHEC REGULATION R.61-107.19

(SOLID WASTE MANAGEMENT: SOLID WASTE LANDFILLS

AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE

DISPOSED OF IN A SOUTH CAROLINA PERMITTED CLASS II

(C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC

PROHIBITS GRINDING OF PAINTED OR TREATED WOOD FOR

MULCHING PURPOSES.

B. THE TREATED WOOD SHOULD BE HANDLED BY GLOVED

WORKERS. HANDS AND EXPOSED SKIN SHOULD BE

THOROUGHLY WASHED AFTER HANDLING TREATED WOOD

AND BEFORE EATING OR DRINKING.

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:2 :1

P M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A1

OVERALL SITE PLAN

12/05/2023

DC

ML

DC

SCALE: 1" = 160'-0"A1

SITE PLAN - OVERALL1

SITE PLAN AREA MAP AVAILABLE TO CONTRACTOR

#2 #1 #1

N

.9

E

A9

SIM

________________2

A2

________________3

A2

REST STOP

EDUCATION STOP -

SINGLE LEVEL

EDUCATION STOP -

HIGH / LOW LEVEL.

EDUCATION STOP -

SINGLE LEVEL

REST STOP

INTERSECTION OF

BOARDWALK B &

BOARDWALK C

________________2

A2

________________3

A2

________________4

A2 sim

EXISTING G BOARDWALK

GRAY PATH IS EXISTING

TO BE DEMOLISHED

5' - 0"10' - 0"5' - 0"

4' - 4"4

A9

SIM

TREATED WOOD & METAL

MESH GUARD RAIL

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

2X6 TREATED WOOD

SEATING & ASSOCIATED

FRAMING

A3

LOWERED RAILING

BETWEEN BENCH FOR

ACCESSIBLE VIEWING

A9

SIM

10' - 0"

A9

SIM

TREATED WOOD &

METAL MESH GUARD

RAIL

2X6 TREATED WOOD

SEATING & ASSOCIATED

FRAMING

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

A9

SIM

A9

6' - 0"

5' - 0"

5' - 0" 2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

TREATED WOOD STAIR

A3

A3

________________3

A5

________________3

A4

135°

GUARDRAIL WRAPS

DOWN STAIR WITH

HANDRAIL AT STAIR

OBSERVATION

DECK BELOW

135°

1. DEMOLISH EXISTING SECTION B FROM THE

INTERSECTION OF A TO THE INTERSECTION OF C

GENERAL NOTES

SHEET NOTES

A BOARDWALK TO HAVE 2 REST AREAS WHICH INCLUDE

A LARGE BENCH ON A SINGLE SIDE.

B BOARDWALK TO HAVE 3 EDUCATIONAL STOPS WITH

BUILT IN BENCHES

- EDUCATIONAL STOPS ARE APROXIMATELY 80 SQFT IN

SIZE

- EDUCATIONAL BUMP OUT TO HAVE LOWERED RAILING

FOR ABA ACCESSIBILITY

C TOTAL SQUARE FOOTAGE OF SECTION B IS

APPROXIMATELY 14,610 SQFT

- REST AREAS ARE APPROXIMATELY 30 SQFT IN SIZE

2. PROVIDE GUARDRAILS, EACH SIDE OF BOARDWALK

FOR ENTIRE LENGTH OF HIGH BOARDWALK B.

PROVIDE HANDRAIL AT ALL SLOPED AREAS WHERE

SLOPE IS ABOVE 4%.

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A2

SECTION B ENLARGED

12/05/2023

EC

ML

DC

SCALE:A1 A2 1" = 80'-0"

1 SITE PLAN - B1

SCALE:A2 A2 1/4" = 1'-0"

2 ENLARGED PLAN - SECTION B TYPICAL EDUCATION STOP

SCALE:A2 A2 1/4" = 1'-0"

3 ENLARGED PLAN - SECTION B TYPICAL REST STOP

SCALE:A2 A2 1/4" = 1'-0"

4 ENLARGED PLAN - SECTION B EDUCATION STOP

SLOPE = 1/4" : 1' - 0"

S E

E S

T R

U C

T U

R A

L

A P

P R

O X

6' - 0" 5' - 0"

N O

L E

S S

T H

A N

STRINGERS, SEE

STRUCTURAL

CROSS BRACING,

SEE STRUCTURAL

TIMBER POST,

SEE STRUCTURAL

HORIZONTAL BRACING,

SEE STRUCTURAL

PILE SUPPORT BRACKET,

SEE STRUCTURAL

S E

E S

T R

U C

T U

R A

L

A P

P R

O X

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX SIDE

FACING UP

TREATED WOOD

STRINGER - PER

STRUCTURAL

STRINGERS, SEE

STRUCTURAL

CROSS BRACING, VARYING

ANGLE AND DIMENSION, SEE

STRUCTURAL

TIMBER POST, SEE

STRUCTURAL

HORIZONTAL BRACING,

SEE STRUCTURAL

PILE SUPPORT

BRACKET, SEE

STRUCTURAL

TREATED WOOD BEAMS

DECK JOIST HUNG FROM

BEAMS WITH STRONG TIE

HANGERS

2X6 (2) TREATED WOOD

TREADS & RISERS

WITH 2X12 TREATED

WOOD STRINGERS

SIM

A9

CROSS BRACING

BLOCKING, THRU BOLT

TREATED WOOD

DECKING

HELICAL PILE

A4

SPLIT PILE CAP &

LONGITUDINAL KNEE

BRACE, SEE STRUCTURAL

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

383/4" = 1'-0"

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A3

SECTION B ENLARGED

SECTIONS

12/05/2023

EC

ML

DC

SCALE:A2 A3 3/4" = 1'-0"

2 BOARDWALK SECTION AT EDUCATION STOP

SCALE:A2 A3 3/4" = 1'-0"

1 BOARDWALK SECTION - HIGH W/ LOW EDUCATION STOP

0' 6" 1' 2' 3'

1' - 2"

7" M

A X

2X6 TREATED WOOD TOP RAIL

1X4 TREATED WOOD

1 1/2" DIA GALVANIZED STEEL HANDRAIL

BLACK VINYL COATED WELDED

WIRE (2" X 2")

2X4 TREATED WOOD

2X TREATED WOOD

TREADS & RISERS, TYP

2X12 TREATED

WOOD STRINGER

2X4 TREATED WOOD BLOCKING

2X TREATED WOOD

STRINGER, SEE

STRUCTURAL

STAIR LANDING, SEE STRUCTURAL

3'

3'

G R

A D

E E

LE

V

A T

IO

N

9' -0

A

P P

R O

X

2' - 6 1/2"

A4

7'

3"

HANDRAIL RETURNS

TO VERTICAL POST

HANDRAIL RETURNS TO

VERTICAL POST

IN

C

H E

S

S E

E S

T R

U C

T U

R A

L

ABRASIVE DETECTION STRIP,

TYPICAL EACH TREAD

6'

/4

4X4 TREATED WOOD POST, SIDE

MOUNTED TO STRINGER E

D G

E O

F N

O S

IN

G

3" F

R O

M

11" MIN

F R

O M

E D

G E

O F

N O

S

IN

G

3'

F R

O M

E D

G E

O F

N O

S

IN

G

3'

3' - 11 3/16"3' - 6 7/16"3' - 1 1/4"

F R

O M

E D

G E

O F

N O

S

IN

G

3'

F R

O M

E D

G E

O F

N O

S

IN

G

3'

3"

2X6 TREATED WOOD

TOP RAIL

2X4 TREATED WOOD

1X4 TREATED WOOD

1 1/2" DIA GALVANIZED STEEL

HANDRAIL AND SUPPORT

BLACK VINYL COATED

WELDED WIRE (2" X 2")

1X4 TREATED WOOD

2X4 TREATED WOOD

4X4 TREATED WOOD POST

2X12 TREATED WOOD STRINGER

@ 12" OC, SEE STRUCTURAL

2X TREATED WOOD TREADS

& RISERS

1 1/2"

1 1/2"

TREATED WOOD RISER BEYOND

SLOPE = 1/4" : 1' - 0"

5'

1/

2"

9/

1/

2"

4'

1/

2"

6"

DOWN

13 TREADS @ 11 INCH EACH

13' - 9"

1' - 0" 1' - 0"

4'

2X6 TREATED TOP RAIL

1 1/2" DIA GALVANIZED HANDRAIL

2X6 TREATED TOP RAIL & 1X SUPPORT

WRAP TO STAIR GUARDRAIL

1' - 4"

1/

2"

1/ 2"

1/

2"

1/ 2"

HAND RAILS RETURN TO

GUARDRAIL POST

HANDRAIL RETURNS TO POST

OBSERVATION DECK BELOW

BOARDWALK ABOVE

10' - 0"

HANDRAIL RETURNS TO POST

3'

1/

2"

3'

1' - 0"

A4

A4

A9

A9

LOW CURB BELOW

LOW CURB BELOW

1"

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A4

SECTION B ENLARGED

STAIRS

12/05/2023

EC

ML

DC

SCALE:A4 A4 3/4" = 1'-0"

1 SECTION DETAIL - STAIR

SCALE:A3 A4 1 1/2" = 1'-0"

2 SECTION DETAIL - STAIR 2

SCALE:A2 A4 3/4" = 1'-0"

3 ENLARGED PLAN - SECTION B STAIR

0' 6" 1' 2'3"

0' 6" 1' 2' 3'

A9

SIM

BLACK VINYL COATED WELDED

WIRE (2" X 2")

1X4 TREATED WOOD

2X4 TREATED WOOD

4X4 TREATED WOOD POST

BEYOND

1X4 TREATED WOOD

1X4 TREATED WOOD

2X4 TREATED WOOD

2X6 TREATED WOOD TOP

RAIL. SLOPE TOP OF RAIL

TO 1/4" TO OUTSIDE

3' - 0" 10 1/2"

STAINLESS STEEL HINGES

STAINLESS STEEL GATE LATCH

WITH PADLOCK

2X4 TREATED

WOOD FRAMING,

TYP

BLACK VINYL

COATED WELDED

WIRE (2" X 2"), TYP

STAIRS TO

LOWER

PLATFORM

MIN. 5' 0"

TREATED WOOD TOP RAIL ABOVE

TREATED WOOD DECKING

A5

/8

LOCKABLE

HARDWARE

TYP POST SPACING

5' - 0"

EQ

CLEAR

2' - 0" EQ

2X4 TREATED

WOOD FRAMING

BLACK VINYL

WELDED WIRE

(2" X 2")

1 1/2" DIA GALVANIZED STEEL GRAB

BAR MOUNTED TO BACK OF WOOD

POST @ LADDER LOCATIONS, TYP

GRAB PIPE SHALL

EXTEND TO TOP OF

HAND RAIL. (42"

ABOVE DECK)

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

381 1/2" = 1'-0"1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A5

SECTION B GATE DETAILS

12/05/2023

EC

ML

DC

SCALE:A5 A5 1 1/2" = 1'-0"

1 ELEVATION - GATE DETAIL

SCALE:A2 A5 1 1/2" = 1'-0"

3 PLAN DETAIL - TYPICAL GATE

SCALE:A5 1 1/2" = 1'-0"

2 ELEVATION - SERVICE GATE DETAILS

0' 6" 1' 2'3"

S C

N A D

(2 1)

S C

N A D

(2 1)

S C

N A D

(2 1)

S C

N A D

(2 1)

PK NAIL SET

ELEV=97.38 (88 DATUM)

N 723610.4821 E 2054375.7052

PK NAIL SET

ELEV=98.03 (88 DATUM)

N 723586.3229 E 2054541.9696

PK NAIL SET

ELEV=98.04 (88 DATUM)

N 723623.9865 E 2054663.3419

PK NAIL SET

ELEV=97.11 (88 DATUM)

N 723628.8724 E 2054803.0617

PK NAIL SET

ELEV=97.03 (88 DATUM)

N 723622.9248 E 2055101.7152

PK NAIL SET

ELEV=97.50 (88 DATUM)

N 723594.8925 E 2055239.6695

ELEVATEDBOARDWALK

ELEVATEDBOARDWALK

N

N

N

N

EXTEND OVERLOOK

FROM 12' - 0" WIDE

TO 18' - 0" WIDE

10' x 10' LAKE

OVERLOOK

(EXISTING)

SECTION E -

NOT IN

SCOPE EDUCATION

STOP AT

GRAND TREE

(EXISTING)

SECTION C -

NOT IN

SCOPE

ATV/UTV

CROSSING, SEE

STRUCTURAL

LOW BOARDWALK TO

OVERLOOK - APPROXIMATELY

180 LINEAR FEET (OPTION 03)

REROUTE NEW BOARDWALK

AWAY FROM EXISTING TREE

CLUSTERS IN GUT

BRIDGE OVER

GUT - PROVIDE

GUARDRAILS

________________2

A6

A6

APPROX. NEW LOCATION OF LOW

BOARDWALK TO OVERLOOK:

33.82212 DEG N, 80.81992 DEG W

________________3

A6

________________3

A7

EXISTING BOARDWALK PATH

(HALFTONE)

SEE STRUCTURAL FOR

LOCATION OF

GUARDRAIL BEGINNING

________________1

A7

1. DEMOLISH EXISTING SECTION D FROM SIMS TRAIL

UNTIL SECTION E

SHEET NOTES

GENERAL NOTES

A BOARDWALK TO HAVE 1 EDUCATIONAL STOP WITH

BUILT IN BENCHES

B BOARDWALK TO HAVE 1 ATV/UTV CROSSING

C TOTAL SQUARE FOOTAGE OF SECTION D IS

APPROXIMATELY 7,800 SQFT

- EDUCATIONAL STOP TO BE APPROXIMATELY 100 SQFT

IN SIZE

- LOCATION TO BE AT NATIONAL CHAMPION TREE AS

NOTED ON PLANS

- THIS CROSSING IS A CRUSHED STONE RAMP ON

EITHER SIDE THAT LEADS UP TO THE BOARDWALK

FROM APPROXIMATELY 10' AWAY FROM THE EDGES

OF BOARDWALK. SIDEWALLS OF THE RAMP ARE TO

BE TREATED 2X MATERIAL WITH POSTS HOLDING IT IN

PLACE.

A OVERLOOK WALK TO THE LAKE, LOCATED OFF OF

SECTION D.

OPTION 03

15' - 0"

5' - 0"

LOW CURBS

A8

SIM

TERMINATE LOW SIDE

RAIL CURBS AT RAMP

GRAVEL / STRUCTURAL FILL

RAMP OVER BOARDWALK,

MAX SLOPE 12:1

S E

E S

T R

U C

T U

R A

L

A S

R E

Q 'D

B Y

R A

M P

S

LO

P E

GRAVEL / STRUCTURAL FILL

RAMP OVER BOARDWALK,

MAX SLOPE 12:1

S E

E S

T R

U C

T U

R A

L

V A

R

IE

S

(2) 2X10 BEAMS

2X10 DECK

JOIST HUNG

FROM BEAMS

WITH STRONG

TIE HANGERS

PILE SUPPORT BRACKET

N O

L E

S S

T H

A N

1X4 TREATED WOOD

BLACK VINYL COATED

WELDED WIRE (2" X 2")

2X4 TREATED WOOD

4X4 TREATED WOOD

POST BEYOND

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

1X4 TREATED WOOD

WOOD STRINGER,

SEE STRUCTURAL

1X4 TREATED WOOD

2X4 TREATED WOOD

2X6 TREATED

WOOD TOP RAIL

SLOPE = 1/4" : 1' - 0"

7' - 0"

SLOPE = 1/4" : 1' - 0"

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A6

SECTION D ENLARGED

12/05/2023

EC

DC

DC

SCALE:A1 A6 1" = 60'-0"

1 ENLARGED PLAN - BOARDWALK D

SCALE:A6 A6 1/4" = 1'-0"

2 ENLARGED PLAN - SECTION D EDUCATIONAL STOP

SCALE:A6 A6 3/16" = 1'-0"

3 ENLARGED PLAN - ATV/UTV CROSSING AT SECTION D

SCALE:A6 A6 1" = 1'-0"

4 BOARDWALK SECTION - LOW W/ GUARDRAIL

EXISTING RAILING

ON SECTION E

GUARDRAIL

2X6 TREATED WOOD

SEATING & ASSOCIATED

FRAMING

16' - 0"

16' - 0" X 30' - 0"

REPLACEMENT OF THE

BOARDWALK E OVERLOOK

TREATED WOOD

DECKING

A9

SIM

A9

SIM

5' - 6"

LOW VIEWING GUARDRAIL

5' - 0"

5' - 6"

A9

SIM

A9

10' x 10' LAKE OVERLOOK

WITH CONTINUOUS CURB

LOW BOARDWALK,

NO GUARDRAIL

A8

SIM

A8

SIM

A8

SIM

________________2

A7

A8

SIM

A8

SIM

TREATED WOOD

DECKING

LOW CURB RAIL, TYP.

LOW CURB RAIL, TYP.

10' - 0"

10' - 0

EQ

EQ

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A7

SECTION D & E

ENLARGED OVERLOOKS

12/05/2023

EC

ML

DC

SCALE:A6 A7 1/4" = 1'-0"

1 ENLARGED PLAN - OPTION 2 SECTION E OVERLOOK

SCALE:A6 A7 1/8" = 1'-0"

3 PLAN - OPTION 4 SECTION D OVERLOOK

SCALE:A7 A7 1/4" = 1'-0"

2 ENLARGED PLAN - OPTION 4 SECTION D OVERLOOK

S C N A D

(2

PK NAIL SET

ELEV=108.67 (88

DATUM)

N 726411.5640

E 2055016.6384

PK NAIL SET

ELEV=107.52 (88

DATUM)

N 726471.2374

E 2055089.8449

PK NAI

L SET

ELEV=1

08.66 (

88 DAT

UM)

N 7263 08.3848

E 2054 806.153

N

(EXISTING)

SECTION E -

NOT IN SCOPE

ATV/UTV CROSSING,

SEE STRUCTURAL

BEGINNING OF

SECTION G

NOT IN SCOPE

A8

SIM

________________3

A8

LOW BOARDWALK

WITH CURB

2X4 TREATED WOOD

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

4X4 TREATED WOOD

2X10 WOOD STRINGER

6' - 0"

7' - 0"

S E

E S

T R

U C

T U

R A

L

V A

R

IE

S

(2) 2X10 BEAMS

2X10 DECK JOIST

HUNG FROM BEAMS

WITH STRONG TIE

HANGERS

PILE SUPPORT BRACKET

N O

L E

S S

T H

A N

1. DEMOLISH EXISTING SECTION D FROM SIMS TRAIL

UNTIL SECTION E

2. OPTIONS ARE NOTED ON PLANS AND IN

SPECIFICATIONS AND ARE NOT PART OF THE BASE

PRICE

SHEET NOTES

3. BOARDWALK TO HAVE 1 ATV/UTV CROSSING.

- THIS CROSSING IS A CRUSHED STONE RAMP ON

EITHER SIDE THAT LEADS UP TO THE BOARDWALK

FROM APPROXIMATELY 10' AWAY FROM THE EDGES

OF BOARDWALK. SIDEWALLS OF THE RAMP ARE TO

BE TREATED 2X MATERIAL WITH POSTS HOLDING IT IN

PLACE.

4. THERE ARE NO REST STOPS OR EDUCATIONAL STOPS

ON BOARDWALK F

5. TOTAL SQUARE FOOTAGE OF SECTION F IS

APPROXIMATELY 2,142 SQFT

TERMINATE LOW SIDE

RAIL CURBS AT RAMP

GRAVEL / STRUCTURAL FILL

RAMP OVER BOARDWALK,

MAX SLOPE 12:1

GRAVEL / STRUCTURAL FILL

RAMP OVER BOARDWALK,

MAX SLOPE 12:1

SEE STRUCTURAL FOR

ADDITIONAL INFORMATION

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

38As indicated1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A8

SECTION F ENLARGED

12/05/2023

EC

ML

DC

SCALE:A1 A8 1/16" = 1'-0"

1 ENLARGED PLAN - BOARDWALK F

SCALE:A6 A8 1" = 1'-0"

2 BOARDWALK SECTION - LOW

SCALE:A8 A8 1/8" = 1'-0"

3 ENLARGED ATV/UTV CROSSING AT SECTION F

3 60 2412

0' 6" 1' 2'3"

TYP POST SPACING

5' - 0"

2X6 TREATED WOOD

TOP RAIL

1X4 TREATED WOOD

BLACK VINYL COATED

WELDED WIRE (2" X 2")

1X4 TREATED WOOD

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE UP.

WOOD STRINGER,

SEE STRUCTURAL

A9

SIM

A9

2X6 TREATED WOOD TOP

RAIL ABOVE

4X4 TREATED WOOD POST

BLACK VINYL WELDED WIRE (2X2)

TYP POST SPACING

5' - 0"

2X4 TREATED WOOD BELOW

1X4 TREATED WOOD

A9

SIM

WOOD STRINGER,

SEE STRUCTURAL

2X4 TREATED WOOD

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE UP

2X4 TREATED WOOD

4X4 TREATED WOOD

POST BEYOND

TREATED WOOD

TREATED WOOD

100.00°

T Y

P

/2

T Y

P /4

2X TREATED WOOD

BENCH FRAMING, TYP

2X10 TREATED WOOD

TOP RAIL

SLOPE = 1/4" : 1' - 0"

1"

REMOVABLE 1X4 TREATED WOOD

2X TREATED WOOD

BENCH FRAMING AT 4'-0"

O.C MAX

REMOVABLE 1X4

TREATED WOOD

MIN

1' - 8"

CHAMFER, ALIGN W/

BOTTOM

1X4 TREATED WOOD

BLACK VINYL

COATED WELDED

WIRE (2" X 2")

2X4 TREATED WOOD

4X4 TREATED WOOD

POST BEYOND

2X6 TREATED WOOD

DECKING. GC TO ORIENT

BOARDS WITH CONVEX

SIDE FACING UP

1X4 TREATED WOOD

WOOD STRINGER,

SEE STRUCTURAL

1X4 TREATED WOOD

A9

2X4 TREATED WOOD

2X6 TREATED WOOD

TOP RAIL

SLOPE = 1/4" : 1' - 0"

CHAMFER, ALIGN W/

BOTTOM

125°

KNEE BRACE, SEE

STRUCTURAL

BLACK VINYL COATED

WELDED WIRE PANEL,

CONTINUES BEHIND

BENCH

2X6 TREATED WOOD

DECKING.

WOOD STRINGER,

SEE STRUCTURAL

TOP RAIL CONTINUES

TO WRAP BENCH

CHAMFER, ALIGN W/

BOTTOM

1"

BENCH SEAT

BENCH BACK, HOLD

BOARDS MIN 1" FROM

GUARDRAIL

SLOPE = 1/4" : 1' - 0"

4X4 TREATED

POST BEYOND

2X4 TREATED WOOD

1X4 TREATED WOOD

2X6 TREATED WOOD

DECKING. GC TO

ORIENT BOARDS WITH

CONVEX SIDE FACING

UP

BLACK VINYL

COATED WELDED

WIRE (2"X2")

2X4 TREATED WOOD

1X4 TREATED WOOD

2X6 TREATED WOOD

TOP RAIL

SCALE:

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTIONS B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643

141274

381 1/2" = 1'-0"1

:3 :1

A M

C U s e rs li z D o c u m e n ts N P S

D S C

C O N G

B O A R D W A L K

P D

C D R e m c o rr .r v t

A9

GUARDRAIL DETAILS

12/05/2023

EC

ML

DC

SCALE:A9 A9 1 1/2" = 1'-0"

3 ELEVATION - TYPICAL GUARDRAIL

SCALE:A4 A9 1 1/2" = 1'-0"

6 PLAN DETAIL - TYPICAL GUARDRAIL

SCALE:A2 A9 1 1/2" = 1'-0"

4 SECTION DETAIL - BENCH

SCALE:A2 A9 1 1/2" = 1'-0"

1 SECTION DETAIL - TYPICAL GUARDRAIL

SCALE:A2 A9 1 1/2" = 1'-0"

5 SECTION DETAIL - BENCH SIDE

SCALE:A7 A9 1 1/2" = 1'-0"

2 SECTION DETAIL - GUARDRAIL VIEWING HEIGHT

CONGAREE NATIONAL PARK

REPLACE BOARDWALK SECTION B, D, & F

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

248643S0

BOARDWALK

CONSTRUCTION NOTES

12.05.2023

CWM

RB

CWM

178-141274

21 38

12.05.2023

AutoCAD SHX Text FIXED BOARDWALK SUB-STRUCTURE NOTES: 1. CONTRACTORS TO CULL DOWNGRADES AND UNSUITABLE LUMBER AND TIMBER ON DELIVERY - NO WANE ALLOWED. IF DOWNGRADES OR WANE CONTRACTORS TO CULL DOWNGRADES AND UNSUITABLE LUMBER AND TIMBER ON DELIVERY - NO WANE ALLOWED. IF DOWNGRADES OR WANE MATERIAL IS USED IN CONSTRUCTION WHICH RESULTS IN POOR APPEARANCE OR WEAKENED STRUCTURAL INTEGRITY, THE CONTRACTING OFFICER MAY REQUIRE THE OFF-QUALITY MEMBERS TO BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AT THE CONTRACTOR'S EXPENSE. 2. ALL CUTS, HOLES, AND ABRASIONS ON THE SURFACE OF ANY LUMBER OR TIMBER MEMBERS SHALL BE FIELD-TREATED WITH KOPPERS 50 ALL CUTS, HOLES, AND ABRASIONS ON THE SURFACE OF ANY LUMBER OR TIMBER MEMBERS SHALL BE FIELD-TREATED WITH KOPPERS 50 (COPPER NAPTHENATE), OR OTHER - ONLY AS APPROVED BY THE CONTRACTING OFFICER. FIELD TREATMENT SHALL COMPLY WITH REQUIREMENTS OF AWPA STANDARD P-8 , AND M4-99 (OR LATEST ISSUE). 3. ALL TREATED WOOD PRODUCTS SHALL BE HANDLED AND FIELD-FABRICATED IN ACCORDANCE WITH AWPA STANDARD M4-99 (OR LATEST ISSUE) ALL TREATED WOOD PRODUCTS SHALL BE HANDLED AND FIELD-FABRICATED IN ACCORDANCE WITH AWPA STANDARD M4-99 (OR LATEST ISSUE) FOR THE CARE OF PRESERVATIVE TREATED WOOD PRODUCTS. 4. ALL LUMBER (AND TIMBER) USED IN CONSTRUCTION SHALL BEAR THE QUALITY MARK OF AN APPROVED AGENCY (SPIB, TP) IN ACCORDANCE WITH ALL LUMBER (AND TIMBER) USED IN CONSTRUCTION SHALL BEAR THE QUALITY MARK OF AN APPROVED AGENCY (SPIB, TP) IN ACCORDANCE WITH THE SPECIFIED STANDARDS. 5. CONTRACTORS SHALL PROVIDE TREATMENT CERTIFICATION ON EACH SIZE AND LOAD. TREATER TO BE CERTIFIED IN ACCORDANCE WITH CONTRACTORS SHALL PROVIDE TREATMENT CERTIFICATION ON EACH SIZE AND LOAD. TREATER TO BE CERTIFIED IN ACCORDANCE WITH STANDARDS OF AWPA LATEST ISSUE. 6. CONTRACTORS TO INSPECT TIMBER UPON DELIVERY. DO NOT DROP POSTS OR TIMBER ON DELIVERY OR ON INSTALLATION. ALL SUBSTANDARD CONTRACTORS TO INSPECT TIMBER UPON DELIVERY. DO NOT DROP POSTS OR TIMBER ON DELIVERY OR ON INSTALLATION. ALL SUBSTANDARD OR DAMAGED POSTS OR TIMBER SHALL BE RETURNED. 7. THE CONTRACTORS SHALL REVIEW AND BE FAMILIAR WITH THE PARK REGULATIONS AS IT RELATES TO NOISE, ACCESS AND USE OF EQUIPMENT THE CONTRACTORS SHALL REVIEW AND BE FAMILIAR WITH THE PARK REGULATIONS AS IT RELATES TO NOISE, ACCESS AND USE OF EQUIPMENT TO BE USED DURING CONSTRUCTION. 8. ALL STRINGERS/JOISTS FOR BOARDWALK, PLATFORM OR BUMP-OUT STRUCTURE TO BE EQUALLY SPACED AT THE DESIGNED ON CENTER SPACING. ALL STRINGERS/JOISTS FOR BOARDWALK, PLATFORM OR BUMP-OUT STRUCTURE TO BE EQUALLY SPACED AT THE DESIGNED ON CENTER SPACING. 9. STRINGERS/JOISTS SHALL BE MINIMALLY NO. 1 DENSE GRADE AND TREATED TO 0.60 PCF-CCA, OR 0.31 PCF-CA. STRINGERS/JOISTS SHALL BE MINIMALLY NO. 1 DENSE GRADE AND TREATED TO 0.60 PCF-CCA, OR 0.31 PCF-CA. 10. BLOCKING SHALL BE PROVIDED AT EACH MID-SPAN AND AT EACH PILE BENT LOCATION ALONG THE STRUCTURES. BLOCKING SHALL BE OF THE BLOCKING SHALL BE PROVIDED AT EACH MID-SPAN AND AT EACH PILE BENT LOCATION ALONG THE STRUCTURES. BLOCKING SHALL BE OF THE SAME SIZE, GRADE AND TREATMENT AS THE STRINGERS/JOISTS. 11. AT A MINIMUM TOE-NAIL ALL STRINGERS TO SPLIT POST CAP USING TWO (2) 16D HOT-DIPPED GALVANIZED NAILS AT EACH STRINGER-TO-POST AT A MINIMUM TOE-NAIL ALL STRINGERS TO SPLIT POST CAP USING TWO (2) 16D HOT-DIPPED GALVANIZED NAILS AT EACH STRINGER-TO-POST CAP CONNECTION. INSTALL GALVANIZED HURRICANE STRAPS AT ALL STRINGER-TO-POST CAP CONNECTIONS IN ADDITION TO TOE-NAILING. COAT WITH COAL-TAR EPOXY AFTER INSTALLATION. 12. AT A MINIMUM BOLT OUTSIDE STRINGERS WITH 5/8" DIA. GALV. TIMBER BOLTS W/ LOCK NUT AND DOCK WASHER. AT A MINIMUM BOLT OUTSIDE STRINGERS WITH 5/8" DIA. GALV. TIMBER BOLTS W/ LOCK NUT AND DOCK WASHER. 13. IF USED, LAP SPLICE BOLTED CONNECTIONS SHALL BE MADE WITH GALVANIZED BOLTS WITH LOCK NUT AND WASHER AS SPECIFIED ON THE IF USED, LAP SPLICE BOLTED CONNECTIONS SHALL BE MADE WITH GALVANIZED BOLTS WITH LOCK NUT AND WASHER AS SPECIFIED ON THE PLANS. 14. NAIL ALL SPLICES WITH HOT-DIPPED GALVANIZED NAILS PRIOR TO BOLTING. NAIL ALL SPLICES WITH HOT-DIPPED GALVANIZED NAILS PRIOR TO BOLTING. 15. ALL FRAMING MEMBERS SHALL BE AT A MINIMUM S4S, (SURFACED FOUR SIDES), OR ROUGH-SAWN AS NOTED IN "BOARDWALK SUB-STRUCTURE ALL FRAMING MEMBERS SHALL BE AT A MINIMUM S4S, (SURFACED FOUR SIDES), OR ROUGH-SAWN AS NOTED IN "BOARDWALK SUB-STRUCTURE LUMBER/TIMBER TABLE). 16. AT A MINIMUM SPLIT PILE CAPS FOR BOARDWALK SHALL BE 3" X 8" OR 3"X10" (WHERE SPECIFIED), NO. 1 GRADE, TREATED TO 0.60 PCF-CCA, AT A MINIMUM SPLIT PILE CAPS FOR BOARDWALK SHALL BE 3" X 8" OR 3"X10" (WHERE SPECIFIED), NO. 1 GRADE, TREATED TO 0.60 PCF-CCA, OR 0.31 PCF-CA. SPLIT POST CAPS SHALL BE THRU-BOLTED TO THE 8"X8" POSTS USING TWO (2) 5/8" DIA HDG WITH DOCK WASHERS AND LOCK NUTS. 17. ALL FRAMING MEMBERS SHALL HAVE MOISTURE CONTENT NOT MORE THAN 19%. ALL FRAMING MEMBERS SHALL HAVE MOISTURE CONTENT NOT MORE THAN 19%. 18. NAILS GUNS SHOULD NOT BE ALLOWED IN CONSTRUCTION. NAILS GUNS SHOULD NOT BE ALLOWED IN CONSTRUCTION. 19. AT A MINIMUM, ALL LUMBER USED FOR CROSS-BRACING SHALL BE NO. 1 AND TREATED TO 0.60 PCF-CCA, OR 0.31 PCF-CA. AT A MINIMUM, ALL LUMBER USED FOR CROSS-BRACING SHALL BE NO. 1 AND TREATED TO 0.60 PCF-CCA, OR 0.31 PCF-CA. 20. AT A MINIMUM, BOLT ALL CROSS-BRACING USING 5/8" DIA HDG THRU-BOLTS. ALSO, INSTALL BLOCKING BETWEEN ALL CROSS-BRACING AT A MINIMUM, BOLT ALL CROSS-BRACING USING 5/8" DIA HDG THRU-BOLTS. ALSO, INSTALL BLOCKING BETWEEN ALL CROSS-BRACING INTERSECTIONS AND BOLT WITH ONE (1) 5/8" DIA HDG THRU-BOLT, WASHER AND LOCK NUT. 21. AT A MINIMUM, ALL GALVANIZED FASTENERS, BOLTS, NUTS, WASHERS, SCREWS, AND NAILS SHALL BE HOT-DIPPED GALVANIZED TO MEET THE AT A MINIMUM, ALL GALVANIZED FASTENERS, BOLTS, NUTS, WASHERS, SCREWS, AND NAILS SHALL BE HOT-DIPPED GALVANIZED TO MEET THE REQUIREMENTS OF ASTM A153. ALL STAINLESS STEEL BOLTS, NUTS, WASHERS, SCREWS, AND NAILS SHALL BE STAINLESS STEEL TYPE 316. 22. AT A MINIMUM, HELICAL PIERS SHALL BE INSTALLED TO A DEPTH 12 FEET BELOW THE SURFACE AND MEET THE LOADS OUTLINED FOR THE AT A MINIMUM, HELICAL PIERS SHALL BE INSTALLED TO A DEPTH 12 FEET BELOW THE SURFACE AND MEET THE LOADS OUTLINED FOR THE BOARDWALK SECTION AND LOCATION. 23. HELICAL PIER INSTALLATION RECORDS SHALL BE KEPT AND RECORDED FOR EACH PIER INSTALLATION. RECORD SHALL, AT A MINIMUM, INCLUDE: HELICAL PIER INSTALLATION RECORDS SHALL BE KEPT AND RECORDED FOR EACH PIER INSTALLATION. RECORD SHALL, AT A MINIMUM, INCLUDE: INSTALLATION EQUIPMENT USED, PIER LOCATION, PIER SIZE, PIER TIP ELEVATION, FINAL DEPTH AND FINAL INSTALLATION TORQUE. 24. AT A MINIMUM, HELICAL PIER/TIMBER POST BRACKET SHALL BE SIZED TO ACCEPT THE 8"X8" TIMBER POST AS SHOWN ON THE PLANS. THE AT A MINIMUM, HELICAL PIER/TIMBER POST BRACKET SHALL BE SIZED TO ACCEPT THE 8"X8" TIMBER POST AS SHOWN ON THE PLANS. THE BRACKET SADDLE SHALL NOT BE GREATER THAN 8" ABOVE THE EXISTING GRADE. 25. POST BENT SPACING SHALL NOT EXCEED 10.0'. MAXIMUM STRINGER SPAN SHALL NOT EXCEED 10.0' ALONG ANY PART OF THE BOARDWALK POST BENT SPACING SHALL NOT EXCEED 10.0'. MAXIMUM STRINGER SPAN SHALL NOT EXCEED 10.0' ALONG ANY PART OF THE BOARDWALK STRUCTURE. 26. ALL BOARDWALK PILE BENTS THAT EXCEED 6.0' FROM DECK HEIGHT TO GROUND SHALL HAVE CROSS BRACING INSTALLED AS DETAILED. ALL BOARDWALK PILE BENTS THAT EXCEED 6.0' FROM DECK HEIGHT TO GROUND SHALL HAVE CROSS BRACING INSTALLED AS DETAILED. 27. 3"X8" LONGITUDINAL PILE BENT KNEE BRACING SHALL BE INSTALLED AT ALL PILE BENTS WITH A 7.0 FEET OR GREATER SPAN BETWEEN BENTS. 3"X8" LONGITUDINAL PILE BENT KNEE BRACING SHALL BE INSTALLED AT ALL PILE BENTS WITH A 7.0 FEET OR GREATER SPAN BETWEEN BENTS. 3"8" KNEE BRACES SHALL BE CONNECTED TO THE 8"X8" PILES USING TWO (2) HDG TIMBER HEX AND CONNECTED TO THE STRINGERS USING TWO (2) " 58" DIA HDG THRU-BOLTS.

AutoCAD SHX Text BOARDWALK SUB-STRUCTURE MINIMUM DESIGN CRITERIA: MINIMUM DESIGN LIVE LOAD: 100 PSF (IBC TABLE 1607.1 4) 100 PSF (IBC TABLE 1607.1 4) MINIMUM DESIGN LIVE LOAD (STAIRS): 100 PSF (IBC TABLE 1607.1 30) 100 PSF (IBC TABLE 1607.1 30) DEAD LOAD: ACTUAL ACTUAL MINIMUM GUARDRAIL LOAD: CONCENTRATED LOAD OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER CONCENTRATED LOAD OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER LOAD OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER LOAD OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER OF 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER 200 LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER LBS AND/OR 50 LBS/LF LINEAR LOAD IN EITHER AND/OR 50 LBS/LF LINEAR LOAD IN EITHER AND/OR 50 LBS/LF LINEAR LOAD IN EITHER 50 LBS/LF LINEAR LOAD IN EITHER 50 LBS/LF LINEAR LOAD IN EITHER LBS/LF LINEAR LOAD IN EITHER LBS/LF LINEAR LOAD IN EITHER LINEAR LOAD IN EITHER LINEAR LOAD IN EITHER LOAD IN EITHER LOAD IN EITHER IN EITHER IN EITHER EITHER EITHER DIRECTION (IBC SECTION 1607.8) MAXIMUM DEFLECTION LIMITS: L/360 (LIVE LOAD), L/220 (LIVE LOAD, CANTILEVER) L/360 (LIVE LOAD), L/220 (LIVE LOAD, CANTILEVER) MAXIMUM POST BENT SPACING: 10.0' 10.0' MINIMUM HELICAL PILE EMBEDMENT: 10.0' 10.0' ACCESSIBILITY REQUIREMENTS: ALL STRUCTURES SHALL MEET THE NATIONAL PARK SERVICE ACCESSIBILITY ALL STRUCTURES SHALL MEET THE NATIONAL PARK SERVICE ACCESSIBILITY REQUIREMENTS AND THE ARCHITECTURAL BARRIERS ACT (ABA) REGULATIONS ALL ABA ROUTES SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER ABA ROUTES SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER ABA ROUTES SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER ROUTES SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER ROUTES SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER SHALL HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER HAVE A MAXIMUM SLOPE OF 7.5% FOR NO GREATER A MAXIMUM SLOPE OF 7.5% FOR NO GREATER A MAXIMUM SLOPE OF 7.5% FOR NO GREATER MAXIMUM SLOPE OF 7.5% FOR NO GREATER MAXIMUM SLOPE OF 7.5% FOR NO GREATER SLOPE OF 7.5% FOR NO GREATER SLOPE OF 7.5% FOR NO GREATER OF 7.5% FOR NO GREATER OF 7.5% FOR NO GREATER 7.5% FOR NO GREATER 7.5% FOR NO GREATER FOR NO GREATER FOR NO GREATER NO GREATER NO GREATER GREATER GREATER THAN 30 FEET RAMP LENGTH PER PARK REGULATIONS. DESIGN BUILDING CODES, SPECIFICATIONS AND GUIDLINES: INTERNATIONAL BUILDING CODE (2021 OR LATEST EDITION) LIVE LOADS: SECTION 1607 (100 PSF) SECTION 1607 (100 PSF) GROUND SNOW LOADS: SECTION 1608 (10 PSF) SECTION 1608 (10 PSF) RAIN LOADS: SECTION 1611 (N/A) SECTION 1611 (N/A) GUARDRAIL LOADS: SECTION 1607 SECTION 1607 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION (2018 OR LATEST EDITION) ASCE 7-16: MINIMUM LATERAL LOADS LIVE LOADS ASCE 7-16 SIESMIC CRITERIA: RISK CATEGORY: II II T : 8 SEC L: 8 SEC 8 SEC S : 0.37 DS: 0.37 0.37 S : 0.192 D1: 0.192 0.192 S : 0.122 1: 0.122 0.122 T : 0.104 O: 0.104 0.104 WIND CRITERIA: RISK CATEGORY: II II EXPOSURE: B B WIND SPEED: 119 MPH 119 MPH 10-YEAR: 75 MPH 75 MPH 25-YEAR: 83 MPH 83 MPH 50-YEAR: 90 MPH 90 MPH 100-YEAR: 97 MPH 97 MPH

AutoCAD SHX Text

BOARDWALK RECOMMENDED DESIGN HELICAL PIER TABLE

AutoCAD SHX Text BOARDWALK "B" BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 0+00 TO 12+00 10-12-14 IN 18 FT ~78 FT 9 KIPS 10-12-14 IN 18 FT ~78 FT 9 KIPS 18 FT ~78 FT 9 KIPS ~78 FT 9 KIPS 9 KIPS STA 12+00 TO 24+10 10-12-14 IN 14 FT ~80 FT 9 KIPS 10-12-14 IN 14 FT ~80 FT 9 KIPS 14 FT ~80 FT 9 KIPS ~80 FT 9 KIPS 9 KIPS BOARDWALK "D" BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 0+00 TO 10+72 10-12-14 IN 14 FT ~82 FT 9 KIPS 10-12-14 IN 14 FT ~82 FT 9 KIPS 14 FT ~82 FT 9 KIPS ~82 FT 9 KIPS 9 KIPS BOARDWALK "D" OVERLOOK BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 0+00 TO 1+30 10-12-14 IN 14 FT ~82 FT 9 KIPS 10-12-14 IN 14 FT ~82 FT 9 KIPS 14 FT ~82 FT 9 KIPS ~82 FT 9 KIPS 9 KIPS BOARDWALK "E" OVERLOOK BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE ALL HELICAL PIERS 10-12-14 IN 26 FT ~71 FT 12 KIPS 10-12-14 IN 26 FT ~71 FT 12 KIPS 26 FT ~71 FT 12 KIPS ~71 FT 12 KIPS 12 KIPS BOARDWALK "F" BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 0+00 TO 2+95 10-12-14 IN 16 FT ~90 FT 9 KIPS 10-12-14 IN 16 FT ~90 FT 9 KIPS 16 FT ~90 FT 9 KIPS ~90 FT 9 KIPS 9 KIPS BOARDWALK "B" EDUCATIONAL STOPS AND REST STOPS BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 3+81 & STA 7+42 10-12-14 IN 18 FT ~78 FT 10 KIPS 10-12-14 IN 18 FT ~78 FT 10 KIPS 18 FT ~78 FT 10 KIPS ~78 FT 10 KIPS 10 KIPS STA 15+98 & STA 19+02 10+12+14 IN 15 FT ~80 FT 10 KIPS 10+12+14 IN 15 FT ~80 FT 10 KIPS 15 FT ~80 FT 10 KIPS ~80 FT 10 KIPS 10 KIPS BOARDWALK "B" HIGH/LOW EDUCATIONAL STOP BOARDWALK STATION HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED HELICAL CONFIGURATION MIN. HELICAL HELICAL PIER FACTORED MIN. HELICAL HELICAL PIER FACTORED HELICAL PIER FACTORED FACTORED PIER TIP DEPTH TIP ELEVATION* RESISTANCE TIP ELEVATION* RESISTANCE RESISTANCE STA 11+75 10-12-14 IN 25 FT ~70 FT 12 KIPS 10-12-14 IN 25 FT ~70 FT 12 KIPS 25 FT ~70 FT 12 KIPS ~70 FT 12 KIPS 12 KIPS *HELICAL PIER TIP ELEVATION ARE MINIMUMS AND VARIES DUE TO VARIATIONS IN EXISTING GROUND SURFACE. ELEVATIONS ARE APPROXIMATE. FACTORED RESISTANCE CAPACITY: ARE MINIMUMS AND ARE AS SPECIFIED FOR THE BOARDWALK SECTION AND/OR LOCATION. SEE GEOTECHNICAL REPORT ROUND SHAFT RS2875.203 (2-7/8" DIA W/ 0.203 WALL THICKNESS, HELICAL PIER) HELICAL PILE/PILE CONNECTION SUPPORT BRACKET MANUFACTURER SHALL VERIFY THE BENDING CAPACITY OF THE CONNECTION CAN BE FULLY DEVELOPED AS OUTLINED IN THE STRUCTURAL ANALYSIS AND THE GEOTECHNICAL REPORT.

RECOMMENDATIONS FOR DISPOSAL OF THE PRESSURE TREATED WOOD: 1. NO SUSPECTED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED NO SUSPECTED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED SUSPECTED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED SUSPECTED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE OBSERVED MATERIALS OR LEAD-BASED PAINT WERE OBSERVED MATERIALS OR LEAD-BASED PAINT WERE OBSERVED OR LEAD-BASED PAINT WERE OBSERVED OR LEAD-BASED PAINT WERE OBSERVED LEAD-BASED PAINT WERE OBSERVED LEAD-BASED PAINT WERE OBSERVED PAINT WERE OBSERVED PAINT WERE OBSERVED WERE OBSERVED WERE OBSERVED OBSERVED OBSERVED ON THE BOARDWALKS. 2. IN ACCORDANCE WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID IN ACCORDANCE WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID ACCORDANCE WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID ACCORDANCE WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID WITH SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID SCDHEC REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID REGULATION R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID R.61-107.19 (SOLID WASTE MANAGEMENT: SOLID (SOLID WASTE MANAGEMENT: SOLID (SOLID WASTE MANAGEMENT: SOLID WASTE MANAGEMENT: SOLID WASTE MANAGEMENT: SOLID MANAGEMENT: SOLID MANAGEMENT: SOLID SOLID SOLID WASTE LANDFILLS AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN LANDFILLS AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN LANDFILLS AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN AND STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN STRUCTURAL FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN FILL), TREATED WASTE LUMBER CAN BE DISPOSED OF IN TREATED WASTE LUMBER CAN BE DISPOSED OF IN TREATED WASTE LUMBER CAN BE DISPOSED OF IN WASTE LUMBER CAN BE DISPOSED OF IN WASTE LUMBER CAN BE DISPOSED OF IN LUMBER CAN BE DISPOSED OF IN LUMBER CAN BE DISPOSED OF IN CAN BE DISPOSED OF IN CAN BE DISPOSED OF IN BE DISPOSED OF IN BE DISPOSED OF IN DISPOSED OF IN DISPOSED OF IN OF IN OF IN IN IN A SOUTH CAROLINA PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC SOUTH CAROLINA PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC SOUTH CAROLINA PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC CAROLINA PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC CAROLINA PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC PERMITTED CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC CLASS II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC II (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC (C&D) OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC OR CLASS III (SUBTITLE D) LANDFILL. SCDHEC CLASS III (SUBTITLE D) LANDFILL. SCDHEC CLASS III (SUBTITLE D) LANDFILL. SCDHEC III (SUBTITLE D) LANDFILL. SCDHEC III (SUBTITLE D) LANDFILL. SCDHEC (SUBTITLE D) LANDFILL. SCDHEC (SUBTITLE D) LANDFILL. SCDHEC D) LANDFILL. SCDHEC D) LANDFILL. SCDHEC LANDFILL. SCDHEC LANDFILL. SCDHEC SCDHEC SCDHEC PROHIBITS GRINDING OF PAINTED OR TREATED WOOD FOR MULCHING PURPOSES. 3. THE TREATED WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN THE TREATED WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN TREATED WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN TREATED WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN WOOD SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN SHOULD BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN BE HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN HANDLED BY GLOVED WORKERS. HANDS AND EXPOSED SKIN BY GLOVED WORKERS. HANDS AND EXPOSED SKIN BY GLOVED WORKERS. HANDS AND EXPOSED SKIN GLOVED WORKERS. HANDS AND EXPOSED SKIN GLOVED WORKERS. HANDS AND EXPOSED SKIN WORKERS. HANDS AND EXPOSED SKIN WORKERS. HANDS AND EXPOSED SKIN HANDS AND EXPOSED SKIN HANDS AND EXPOSED SKIN AND EXPOSED SKIN AND EXPOSED SKIN EXPOSED SKIN EXPOSED SKIN SKIN SKIN SHOULD BE THOROUGHLY WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR BE THOROUGHLY WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR BE THOROUGHLY WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR THOROUGHLY WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR THOROUGHLY WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR WASHED AFTER HANDLING TREATED WOOD AND BEFORE EATING OR AFTER HANDLING TREATED WOOD AND BEFORE EATING OR AFTER HANDLING TREATED WOOD AND BEFORE EATING OR HANDLING TREATED WOOD AND BEFORE EATING OR HANDLING TREATED WOOD AND BEFORE EATING OR TREATED WOOD AND BEFORE EATING OR TREATED WOOD AND BEFORE EATING OR WOOD AND BEFORE EATING OR WOOD AND BEFORE EATING OR AND BEFORE EATING OR AND BEFORE EATING OR BEFORE EATING OR BEFORE EATING OR EATING OR EATING OR OR OR DRINKING. 4. TESTING AND INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A TESTING AND INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A AND INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A AND INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A INFORMATION CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A CAN BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A BE FOUND IN THE APPENDIX TO THE SPECIFICATION IN A FOUND IN THE APPENDIX TO THE SPECIFICATION IN A FOUND IN THE APPENDIX TO THE SPECIFICATION IN A IN THE APPENDIX TO THE SPECIFICATION IN A IN THE APPENDIX TO THE SPECIFICATION IN A THE APPENDIX TO THE SPECIFICATION IN A THE APPENDIX TO THE SPECIFICATION IN A APPENDIX TO THE SPECIFICATION IN A APPENDIX TO THE SPECIFICATION IN A TO THE SPECIFICATION IN A TO THE SPECIFICATION IN A THE SPECIFICATION IN A THE SPECIFICATION IN A SPECIFICATION IN A SPECIFICATION IN A IN A IN A A A REPORT ENTITLED: HAZARDOUS MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; ENTITLED: HAZARDOUS MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; ENTITLED: HAZARDOUS MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; HAZARDOUS MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; HAZARDOUS MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; MATERIALS ASSESSMENT CONGAREE NATIONAL PARK; ASSESSMENT CONGAREE NATIONAL PARK; ASSESSMENT CONGAREE NATIONAL PARK; CONGAREE NATIONAL PARK; CONGAREE NATIONAL PARK; NATIONAL PARK; NATIONAL PARK; PARK; PARK; BOARDWALK REPLACEMENT 100 NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME REPLACEMENT 100 NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME REPLACEMENT 100 NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME 100 NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME 100 NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME NATIONAL PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME PARK ROAD HOPKINS, SOUTH CAROLINA; S&ME ROAD HOPKINS, SOUTH CAROLINA; S&ME ROAD HOPKINS, SOUTH CAROLINA; S&ME HOPKINS, SOUTH CAROLINA; S&ME HOPKINS, SOUTH CAROLINA; S&ME SOUTH CAROLINA; S&ME SOUTH CAROLINA; S&ME CAROLINA; S&ME CAROLINA; S&ME S&ME S&ME PROJECT NO. 23610364

North

BOARDWALK "B" LAYOUT (STA 0+00 - 4+25)

SCALE - 1"=20'

CONGAREE NATIONAL PARK

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH.