Exhibit_D_-_Construction_Plans.pdf

VOLUSIA

COUNTY

CVR

C-01 C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18

INDEX & LOCATION MAP

EXISTING CONDITIONS

AERIAL

DEMOLITION PLAN

GRADING PLAN

SITE PLAN

SITE PLAN

BEACH ACCESS DETAILS

SIDEWALK PLAN & PROFILE

BOARDWALK PLAN & PROFILE

CORNER PLAN & CROSS SECTION

OBSERVATION DECK PLAN

STAIRS PROFILE & CROSS-SECTION

ADA PARKING PLAN

ADA PARKING DETAILS

GENERAL NOTES

GENERAL NOTES

GENERAL NOTES

ENVIRONMENTAL NOTES

SURVEY

SURVEY

SURVEY

SURVEY

PROJECT ADDRESS: 4801 SOUTH ATLANTIC AVENUE, PONCE INLET, FL 32127

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INDEX

SHEET DESCRIPTION

FLORIDA

COUNTY COUNCIL

PROJECT LOCATION MAP

VOLUSIA COUNTY

BEACH ACCESS REPLACEMENT

JULY 16, 2025

CONSTRUCTION DRAWINGS

Port Orange, FL 32129 Unit 302 4643 S. Clyde Morris BlvdDredging & Marine Consultants

ENGINEERS SCIENTISTS

Phone:(386) 304-6505 Fax:(386) 304-6506 www.dmces.com

CURTIS N. TODD, P.E.

FLORIDA LICENSE No. 37136

ENGINEER CERTIFICATION:

I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE

STATE OF FLORIDA PRACTICING WITH DMC, DREDGING & MARINE

CONSULTANTS LLC, A CORPORATION, AUTHORIZED TO OPERATE AS AN

ENGINEERING BUSINESS, CERTIFICATE OF AUTHORIZATION # 9410, BY THE

STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL

REGULATION, AND THAT I, OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE

PREPARED OR APPROVED THE EVALUATIONS, FINDINGS, OPINIONS,

CALCULATIONS, CONCLUSIONS OR TECHNICAL ADVICE HEREBY REPRESENTED

BY THESE DRAWINGS.

NOTE TO CONTRACTOR:

THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY,

AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE OTHER. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE DRAWINGS AND

SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION

AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE

ALLOWANCES NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY,

OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY STATED

IN THE DRAWINGS OR PROJECT MANUAL.

IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF

ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS OF THE

DRAWING AND SPECIFICATIONS PRIOR TO THE DEADLINE FOR BID SUBMITTAL.

NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR ANY

DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID OPENING.

ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS

OBLIGATED TO INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER

THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY

FOR THE BID PRICE.

REPRODUCTION SCALE:

THESE PLANS SHALL BE PRINTED IN COLOR AND

ARE SCALED TO ACCURATELY BE REPRODUCED ON

11X17 SIZED SHEETS. ALL OTHER SHEET SIZES ARE

NOT TO SCALE.

JEFF BROWER COUNTY CHAIR

JAKE JOHANSSON AT-LARGE REPRESENTATIVE

DON DEMPSEY DISTRICT 1

MATT REINHART VICE CHAIR, DISTRICT 2

DANNY ROBINS DISTRICT 3

TROY KENT DISTRICT 4

DAVID SANTIAGO DISTRICT 5

GEORGE RECKTENWALD COUNTY MANAGER

INLET HARBOR ROAD

SECTION 19, TOWNSHIP 16S, RANGE 34E

100% PLANS

PROJECT

LOCATION

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EXISTING BEACH ACCESS, FACING WEST DMC, 12-11-2023 EXISTING BEACH ACCESS RAMP, FACING WEST

EXISTING BEACH ACCESS, FACING NORTHEASTEXISTING BEACH ACCESS RAMP, FACING SOUTHEAST

DMC, 12-11-2023

DMC, 12-11-2023DMC, 12-11-2023

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AERIAL

1" = 30'

COASTAL CONSTRUCTION

CONTROL LINE (CCCL)

PROPOSED CONCRETE

ADA PARKING PAD

EXISTING

VEGETATION LINE

LABINS, 2021

Feet 0 30 60

PROPOSED TIMBER BOARDWALK

268'± TO CCCL

274'± TO CCCL

PROPOSED

BEACH

ACCESS

STAIRS &

RAMP

SOUTH ATLANTIC AVENUE (A1A)

PROPOSED CONCRETE SIDEWALK WITH TIMBER RAILING

BENCHMARK

N: 1728832.572 E: 678688.330

EL.=(+)14.85 NAVD 88

BENCHMARK

N: 1728844.778

E: 678477.790

EL.=(+)15.70 NAVD 88

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DEMOLITION PLAN

1" = 30'

COASTAL CONSTRUCTION

CONTROL LINE (CCCL)

EXISTING

VEGETATION LINE

TO REMAIN

LABINS, 2021

300± LINEAR FOOT EXISTING BOARDWALK TO BE REMOVED AND REPLACED

EXISTING TREES

TO BE TRIMMED

AS NEEDED (TYP.)

EXISTING SIGN TO

BE REMOVED,

STORED ON SITE,

AND REINSTALLEDEXISTING TRASH CAN TO

BE REMOVED, STORED ON

SITE, AND REINSTALLED

EXISTING BENCH AND BIKE

RACK TO BE REMOVED, STORED

ON SITE, AND REINSTALLED

OVERHEAD UTILITIES

TO REMAIN (TYP.)

EXISTING GUY

ANCHOR TO REMAIN

EXISTING WOOD FENCE

TO REMAIN. ADJUST

NORTH END AS NEEDED

FOR PROPOSED RAMP

Feet 0 30 60

EXISTING MOUND TO

BE EXCAVATED AND

RE-GRADED. SEE

GRADING PLAN,

SHEET C-04

SOUTH ATLANTIC AVENUE (A1A)

EXISTING SIDEWALK

TO REMAIN

EXISTING VEGETATION TO BE TRIMMED AS

NEEDED TO CONSTRUCT PROPOSED STRUCTURE

NOTE:

· DE-WATER SITE AS NEEDED.

· ANY EXISTING SIGNAGE SHALL BE REMOVED AS NEEDED

AND STORED ON SITE FOR REINSTALL.

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GRADING PLAN

N.T.S.

131415

EXISTING SAND

PARKING LOT

CONCRETE

APRON

GRADE AS NEEDED FOR

PROPOSED CONCRETE SIDEWALK

LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING MOUND TO BE

REMOVED / RE-GRADED

SOUTH ATLANTIC AVENUE (A1A)

PROPERTY LINE

OVERHEAD UTILITIES

TO REMAIN (TYP.)

EXISTING GUY

ANCHOR TO REMAIN

EXISTING SIDEWALK

TO REMAIN

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SITE PLAN

1" = 8'

EL.=(+)15.75±

(MATCH EXISTING)

EXISTING

CONCRETE

SIDEWALK

6'-0"

(TYP.)

LEGEND:

CONTRACTION JOINT

EXPANSION JOINT

PROPOSED ADA PARKING

SPACE, SEE SHEET C-13

EL.=(+)14.00

EL.=(+)13.80±

(MATCH EXISTING)

6'-6"

(TYP.) 19'-71

4"

7'-3" (TYP.)

SITE PLAN

1" = 8'

EXISTING

ASPHALT

MATCHLINE A

MATCHLINE A

MATCHLINE B

6'-0" C.C.

POSTS (TYP.)

5'-0" C.C.

POSTS (TYP.)

6'-0"

(TYP.)7'-3" (TYP.)

6'-0" C.C.

POSTS (TYP.)

EXISTING OVERHEAD

UTILITIES

PROPOSED 194 LF

CONCRETE SIDEWALK

PROPOSED 194 LF

CONCRETE SIDEWALK

PROPERTY LINE

PROPERTY LINE

6" X 6" RAILING POSTS,

S.Y.P. No.1 GRADE (TYP.)

6" X 6" RAILING POSTS,

S.Y.P. No.1 GRADE (TYP.)

30'-0" (TYP.)16'-101

2" 30'-0" (TYP.)

30'-0" (TYP.)30'-0" (TYP.)

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SITE PLAN

1" = 8'

SITE PLAN

1" = 8'

MATCHLINE B

EL.=(+)14.75

56'-0" 10'-0" C.C.

POSTS (TYP.)

LEGEND:

MAIN POST

MID-POST

54'-0"

14'-0"

14'-0"

7'-0"

6'-0"

(TYP.)

10'-0" C.C.

MID-POSTS

(TYP.) BIKE

RACK

BENCH

MATCHLINE C

MATCHLINE C

EL.=(+)5.75

6'-0"

(TYP.)

VEGETATION

LINE

6'-0"

LANDING

EL.=(+)14.75

30'-0" RAMP 25'-0" RAMP6'-0"

LANDING

EL.=(+)12.25

EL.=(+)10.25

6'-0"

LANDING

12'-0"

6'-0"

(TYP.)

6'-0"

(TYP.)

30'-0" RAMP

EL.=(+)8.25

EL.=(+)14.00

11EL.=(+)14.75

15'-10"

(17± STEPS)

125°

5'-10"

7'-4"

EL.=(+)4.83

6'-0"

1'-91 2"

6'-0"

LANDING

LAND SIDE

WATER SIDE

PROPOSED 128 LF

TIMBER BOARDWALK

PROPOSED 128 LF

TIMBER BOARDWALK

CORNER-POST FOR

TIMBER RAILING

CONNECTION (TYP.)

SEE OBSERVATION DECK

FRAMING PLAN, SHEET C-11

5'-0" C.C. POSTS

10'-0" C.C.

MAIN POSTS

10''-0" C.C.

MID-POSTS

10'-0"

SEE CORNER FRAMING

PLAN, SHEET C-10

NOTE:

CONTRACTOR TO COORDINATE WITH

COUNTY AND ENGINEER ON FINAL

PLACEMENT OF BIKE RACK AND BENCH

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BEACH ACCESS CROSS-SECTION AT MAIN POSTS

1" = 2'

BEACH ACCESS CROSS-SECTION AT MID-POSTS

1" = 2'

42" 36"

(3) 2" X 8" VERTICAL RAILINGS, S.Y.P.

No.1 PRIME GRADE. ATTACH WITH (2)

8" DIA. S.S. CARRIAGE BOLTS (TYP.)

2" X 6" VERTICAL RAILING, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (1) 3 8"

DIA. S.S. CARRIAGE BOLT (TYP.)

2" X 8" COMPOSITE HORIZONTAL

RAILING CAP. ATTACH WITH (2) #10 X 3"

LONG S.S. FLATHEAD SCREWS,

EQUALLY SPACED AT POSTS (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

8" CLEAR

(TYP.)

8" CLEAR

(TYP.)

(2) 5 8" DIA. S.S.

THREADED RODS, NUTS

AND WASHERS (TYP.)

3" OVERHANG (TYP.)

6" X 6" MID-POSTS,

S.Y.P. No.1 GRADE

(TYP.)

3" X 8" SPACER BOARD

(CUT TO FIT) S.Y.P. No.2

GRADE (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE, MIN. 10'-0"

EMBEDMENT BELOW

GROUNDLINE (TYP.)

3" X 8" CAP

BOARDS, S.Y.P.

No.2 GRADE (TYP.)

SPLICE BLOCK

BOLTING

POST

BOLTING

(2) 5 8" DIA. S.S.

THREADED RODS, NUTS

AND WASHERS (TYP.)

3" X 8" SPLICE BLOCK,

S.Y.P. No.2 GRADE, LENGTH = 18"

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

S.S. HURRICANE

STRAPS WITH S.S.

SCREWS (TYP.)

2" X 8" DECK BOARDS, S.Y.P. No.1 PRIME

GRADE, LENGTH = 6'-0". ATTACH WITH (3)

#10 X 3" LONG S.S. FLATHEAD SCREWS AT

EACH STRINGER CONNECTION (TYP.)

6'-0" C.C. POSTS (TYP.)

6" X 6" POSTS, S.Y.P. No.1

GRADE, MIN. 10'-0" EMBEDMENT

BELOW GROUNDLINE (TYP.) 3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

6" X 6" MID-POSTS, S.Y.P.

No.1 GRADE (TYP.) 3" X 8" STRINGERS, S.Y.P.

No.2 GRADE (TYP.)

2" X 8" DECK BOARDS, S.Y.P.

No.1 PRIME GRADE. ATTACH

WITH (3) #10 X 3" LONG S.S.

FLATHEAD SCREWS AT EACH

STRINGER CONNECTION (TYP.)

ALUMINUM

ADA HANDRAIL

2" X 8" COMPOSITE HORIZONTAL RAILING CAP.

ATTACH WITH (2) #10 X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY SPACED AT POSTS (TYP.)

(3) 2" X 8" VERTICAL RAILINGS, S.Y.P.

No.1 PRIME GRADE. ATTACH WITH (2)

8" DIA. S.S. CARRIAGE BOLTS (TYP.)

2" X 6" VERTICAL RAILING, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (1) 3 8"

DIA. S.S. CARRIAGE BOLT (TYP.)

TOP RAILING DETAIL

1" = 1'

TOP RAILING 90° CORNER DETAIL

1" = 2'

2" X 8" VERTICAL RAILING,

S.Y.P. No.1 PRIME GRADE

(4) #10 X 3" LONG S.S. FLAT-HEAD SCREWS

AT EACH HORIZONTAL RAIL JOINT

CONNECTION, SPACED EQUALLY (TYP.)

45° JOINT AT 6" X 6" POSTS,

S.Y.P. No.1 GRADE (TYP.)

90°

45° HORIZONTAL RAIL

JOINT AT CORNER POSTS

2" X 8" COMPOSITE

HORIZONTAL RAILING CAP

6" X 6" POST, S.Y.P.

No.1 GRADE (TYP.)

2" X 8" VERTICAL RAILING,

S.Y.P. No.1 PRIME GRADE

3 8" DIA. S.S. CARRIAGE

BOLTS (TYP.)

(2) #10 X 3" LONG S.S. FLAT-HEAD SCREWS

AT EACH HORIZONTAL RAIL CONNECTION,

SPACED EQUALLY (TYP.)

6" X 6" MID-POST, S.Y.P.

No.1 GRADE (TYP.)

2" X 8" COMPOSITE

HORIZONTAL RAILING CAP

(2) 5 8" DIA. S.S.

THREADED RODS, NUTS

AND WASHERS (TYP.)

BEACH ACCESS CROSS-SECTION AT CORNER

1" = 2'

CONCRETE SIDEWALK & TIMBER RAILING CROSS-SECTION

1" = 2'

ALUMINUM ADA

HANDRAIL (TYP.)

42" 36"

8" CLEAR

(TYP.)

8" CLEAR

(TYP.)

6" X 6" POSTS,

S.Y.P. No.1

GRADE (TYP.)

6" THICK CONCRETE

SIDEWALK WITH 12"

THICKENED EDGE

SIMPSON STRONG TIE (CB66)

STAINLESS STEEL COLUMN BASE

OR APPROVED EQUAL SHALL BE

SET INTO PLACE DURING

CONCRETE POUR. ATTACH TO 6"x6"

POST WITH (2) 5 8" DIA. S.S.

CARRIAGE BOLTS, NUTS AND

WASHERS

6'-0" C.C. POSTS

7'-3" CONCRETE SIDEWALK

8" CLOSED-CELL NEOPRENE,

FULL CROSS-SECTIONAL

AREA OF 6"x6" POST.

12"

12"

6"

6"

ALUMINUM ADA

HANDRAIL (TYP.)

D M

C J

O B

N O

C

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SC

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D

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SIDEWALK PLAN

1" = 2'

SIDEWALK PROFILE

1" = 2'

6'-0" C.C.

POSTS (TYP.)

7'-3" CONCRETE

SIDEWALK

8" CLOSED-CELL NEOPRENE

EXPANSION JOINT, SPACED 30' MAX.

6'-0" C.C. MAIN POSTS (TYP.)

CONTRACTION

JOINT (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE (TYP.)71

2" (TYP.)

42" (TYP.)36" (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE (TYP.)

(3) 2" X 8" VERTICAL RAILINGS,

S.Y.P. No.1 PRIME GRADE.

ATTACH WITH (2) 3 8" DIA. S.S.

CARRIAGE BOLTS (TYP.)

2" X 6" VERTICAL RAILING, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (1) 3 8"

DIA. S.S. CARRIAGE BOLT (TYP.)

8" CLEAR (TYP.)

8" CLEAR (TYP.)

ALUMINUM ADA

HANDRAIL

2" X 8" COMPOSITE HORIZONTAL RAILING CAP.

ATTACH WITH (2) #10 X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY SPACED AT POSTS (TYP.)

6'-0" C.C. MAIN POSTS (TYP.)

6" THICK CONCRETE

SIDEWALK WITH 12"

THICKENED EDGE

(BOTH SIDES)

SIMPSON STRONG TIE (CB66)

STAINLESS STEEL COLUMN

BASE OR APPROVED EQUAL

SHALL BE SET INTO PLACE

DURING CONCRETE POUR.

ATTACH TO 6"x6" POST WITH

(2) 5 8" DIA. S.S. CARRIAGE

BOLTS, NUTS AND WASHERS

COMPACT SOILS UNDER AREA

WHERE CONCRETE WILL BE

PLACED MODIFIED PROCTOR

VALUE PER AASHTO T-180.

45° JOINT (TYP.)

6'-0" (TYP.)

8" CLOSED-CELL NEOPRENE

EXPANSION JOINT

CONTRACTION

JOINT (TYP.)

2" X 8" HORIZONTAL

RAILING CAP, S.Y.P. No.1

PRIME GRADE (TYP.)

D M

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AC

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Ph on e:(

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(2) 5 8" DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

BEACH ACCESS PLAN

1" = 2'

BEACH ACCESS RAMP PROFILE

1" = 2'

6'-0" C.C. LANDING POSTS (TYP.) 10'-0" C.C. RAMP POSTS 1:12 MAX. SLOPE (8.33%) (TYP.)

42" (TYP.)36" (TYP.)

S.S. HURRICANE

STRAPS WITH S.S.

SCREWS (TYP.)

(2) 5 8" DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

6'-0" C.C. LANDING POSTS (TYP.) 10'-0" C.C. RAMP POSTS (TYP.)

6'-0" C.C.

POSTS (TYP.)

3" OVERHANG (TYP.)

(BOTH SIDES)

NOTE:

HANDRAILS NOT SHOWN FOR CLARITY.

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

3" X 8" SPLICE BLOCK, S.Y.P. No.2 GRADE, LENGTH = 18". ATTACH WITH (2) 5 8" DIA. S.S.

THREADED RODS, NUTS, AND WASHERS (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE (TYP.)5'-0" C.C. (TYP.)

6" X 6" MID-POSTS, S.Y.P.

No.1 GRADE (TYP.)

2" X 8" DECK BOARDS, S.Y.P. No.1 PRIME

GRADE, LENGTH = 6'-0". ATTACH WITH (3)

#10 X 3" LONG S.S. FLATHEAD SCREWS

AT EACH STRINGER CONNECTION (TYP.)

3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

3" X 8" SPACER BOARD (CUT TO FIT) S.Y.P.

No.2 GRADE WITH (2) 3 12" LONG S.S. POCKET

SCREWS AT EACH CONNECTION (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

6" X 6" POSTS, S.Y.P. No.1

GRADE, MIN. 10'-0" EMBEDMENT

BELOW GROUNDLINE (TYP.)

2" X 8" DECK BOARDS,

S.Y.P. No.1 PRIME GRADE, LENGTH = 6'-0". ATTACH

WITH (3) #10 X 3" LONG S.S.

FLATHEAD SCREWS AT

EACH STRINGER

CONNECTION (TYP.)

(3) 2" X 8" VERTICAL RAILINGS, S.Y.P.

No.1 PRIME GRADE. ATTACH WITH (2)

8" DIA. S.S. CARRIAGE BOLTS (TYP.)

2" X 6" VERTICAL RAILING, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (1) 3 8"

DIA. S.S. CARRIAGE BOLT (TYP.)

8" CLEAR (TYP.)

8" CLEAR (TYP.)

ALUMINUM ADA

HANDRAIL 6" X 6" MID-POSTS, S.Y.P.

No.1 GRADE (TYP.)

5'-0" C.C. (TYP.)

2" X 8" COMPOSITE HORIZONTAL RAILING CAP.

ATTACH WITH (2) #10 X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY SPACED AT POSTS (TYP.)

M

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42"

36"

(3) 2" X 8" VERTICAL

RAILINGS, S.Y.P. No.1

PRIME GRADE. ATTACH

WITH (2) 3 8" DIA. S.S.

CARRIAGE BOLTS (TYP.)

2" X 6" VERTICAL RAILING,

S.Y.P. No.1 PRIME GRADE.

ATTACH WITH (1) 3 8" DIA.

S.S. CARRIAGE BOLT (TYP.)

2" X 8" COMPOSITE

HORIZONTAL RAILING

CAP. ATTACH WITH (2) #10

X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY

SPACED AT POSTS (TYP.)

(2) 5 8" DIA. S.S.

THREADED RODS, NUTS

AND WASHERS (TYP.)

3" OVERHANG (TYP.)

ALUMINUM ADA

HANDRAIL (TYP.)

8" CLEAR

8" CLEAR

(TYP.)

(2) 3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

3" X 8" STRINGER, S.Y.P.

No.2 GRADE (TYP.)

3" X 8" STRINGER, S.Y.P.

No.2 GRADE (TYP.)

(2) 3" X 8" CAP

BOARDS, S.Y.P.

No.2 GRADE (TYP.)

6" X 6" MID-POSTS, S.Y.P.

No.1 GRADE (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE, MIN. 10'-0"

EMBEDMENT BELOW

GROUNDLINE (TYP.)

6" X 6" POSTS, S.Y.P. No.1 GRADE, MIN. 10'-0" EMBEDMENT BELOW

GROUNDLINE (TYP.)

3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

CORNER FRAMING PLAN

1" = 2'

CROSS-SECTION A-A

1" = 1'

A

A

C -1

C O

R N

ER

P

LA

N

C

R O

SS

-S

EC

TI

O N

CONTRACTOR TO ADD 3" X 8" SPACER BOARD (CUT TO

FIT) AS NEEDED TO PLACE DECK BOARDS. BOARDS

SHALL BE S.Y.P. No.2 GRADE WITH (2) 3 12" LONG S.S.

POCKET SCREWS AT EACH CONNECTION (TYP.)

S.S. HURRICANE

STRAPS WITH S.S.

SCREWS (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

CUT POST FLUSH WITH

BOTTOM OF STRINGER

M

C J

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T Po rt Or an ge

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Ph on e:(

6)

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6)

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M ar in e

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OBSERVATION DECK

FRAMING PLAN

1" = 3'

C -1

O

BS

ER

VA

TI

O

N D

EC

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FR

AM

IN

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2" X 8" DECK BOARDS S.Y.P. No.1 PRIME

GRADE. (3) #10 X 3" LONG S.S. FLAT-HEAD

SCREWS AT EACH STRINGER CONNECTION.

STAGGERED DECK BOARDS, AS SHOWN.

MAXIMUM LENGTH = 20'-0" (TYP.)

S.S. HURRICANE STRAPS

WITH S.S. SCREWS (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

3" X 8" SPLICE BLOCK, S.Y.P. No.2 GRADE, LENGTH = 18". ATTACH WITH (2) 5 8" DIA. S.S.

THREADED RODS, NUTS, AND WASHERS (TYP.)

6" X 6" POSTS, S.Y.P.

No.1 GRADE (TYP.)

1'-7" C.C. (TYP.)

1'-7" C.C. (TYP.)

7'-0" C.C.

MINIMUM 24" OVERLAP

OF CAP BOARDS AT

POST LOCATIONS (TYP.)

7'-0" C.C.

(2) 5 8" DIA. S.S. THREADED

RODS, NUTS AND

WASHERS CONNECTING

CAP BOARDS (TYP.)

3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

2" X 8" DECK BOARDS, S.Y.P. No.1 PRIME

GRADE, LENGTH = 6'-0". ATTACH WITH (3)

#10 X 3" LONG S.S. FLATHEAD SCREWS

AT EACH STRINGER CONNECTION (TYP.)

6'-0"

(2) 5 8" DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

7'-0" C.C.

3" X 10" CAP BOARDS,

S.Y.P. No.2 GRADE AT

OBSERVATION DECK (TYP.)

7'-0" C.C.

14'-0"

14'-0"

6" X 6" MID-POSTS, S.Y.P.

No.1 GRADE (TYP.)

-1

D M

C J

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AC

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Ph on e:(

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M ar in e

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STAIR CROSS-SECTION

1" = 2'

ALUMINUM ADA

HANDRAIL

(2) 5 8" DIA. S.S.

THREADED RODS, NUTS

AND WASHERS (TYP.)

ST

AI

R P

R O

FI

LE

C

R O

SS

-S

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TI

O N

STAIR PROFILE

1" = 2'

11" MIN.

7" MAX.

2" X 12" STAIR TREADS, S.Y.P. No.1 GRADE.

ATTACH WITH (4) #10 X 3" LONG S.S.

SCREWS (TYP.)

2" X 8" STAIR RISERS (CUT TO FIT),

S.Y.P. No.1 GRADE. ATTACH WITH

(2) #10 X 3" LONG S.S. SCREWS AT

EACH STRINGER (TYP.)

42" 36"

4"

8"

2"

4"

8"

4"

8"

2"

8"

6'-0" C.C. POSTS (TYP.)

42" 36"

NOTE:

· STAIRWAY SHALL COMPLY WITH FBCA 504 AND FBCB 1009

AND SHALL HAVE HANDRAILS COMPLYING WITH FBCA 505.

· STAIRWAY RISER = 7" MAX., TREAD = 11" MIN.

· ALL POSTS MUST HAVE 10' MINIMUM EMBEDMENT

· ADA HANDRAIL MUST BE INSTALLED AT ALL STAIRWAY AND

RAMP LOCATIONS AND SHALL HAVE 12" OF HORIZONTAL

HANDRAIL AT TOP OF FLIGHT PER FBCA 505.

· ALL STAIR RISERS AND TREADS NOT SHOWN FOR CLARITY.

EL.= (+)14.75

3" X 8" CAP BOARDS,

S.Y.P. No.2 GRADE (TYP.)

3" X 14" STAIRS STRINGERS,

S.Y.P. No.2 GRADE (TYP.)

6" X 6" POSTS, S.Y.P. No.1 GRADE, MIN. 10'-0" EMBEDMENT BELOW

GROUNDLINE (TYP.)

(3) 2" X 8" VERTICAL RAILINGS, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (2) 3 8" DIA.

S.S. CARRIAGE BOLTS (TYP.)

8" CLEAR (TYP.)

8" CLEAR (TYP.)

EL.=(+)4.83±

11" MIN. HANDRAIL

EXTENSION

12" MIN. HANDRAIL

EXTENSION

END STAIRS AT

APPROXIMATE

2'-0" EMBEDMENT

17± STEPS TO APPROXIMATE 2'-0" EMBEDMENT

3" X 14" STAIRS STRINGERS,

S.Y.P. No.2 GRADE, SPACED

EQUALLY AS SHOWN (TYP.)

2" X 12" STAIR TREADS, S.Y.P. No.1

GRADE. ATTACH WITH (4) #10 X 3"

LONG S.S. SCREWS (TYP.)

2" X 8" STAIR RISERS (CUT TO FIT),

S.Y.P. No.1 GRADE. ATTACH WITH

(2) #10 X 3" LONG S.S. SCREWS AT

EACH STRINGER (TYP.)

(3) 2" X 8" VERTICAL RAILINGS, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (2) 3 8" DIA.

S.S. CARRIAGE BOLTS (TYP.)

6" X 6" POSTS, S.Y.P. No.1 GRADE, MIN. 10'-0" EMBEDMENT BELOW

GROUNDLINE (TYP.)

2" X 6" VERTICAL RAILING, S.Y.P. No.1

PRIME GRADE. ATTACH WITH (1) 3 8"

DIA. S.S. CARRIAGE BOLT (TYP.)

ALUMINUM ADA

HANDRAIL (TYP.)

EL.=(+)14.75

2" X 8" COMPOSITE HORIZONTAL RAILING CAP.

ATTACH WITH (2) #10 X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY SPACED AT POSTS (TYP.)

2" X 8" COMPOSITE HORIZONTAL RAILING CAP.

ATTACH WITH (2) #10 X 3" LONG S.S. FLATHEAD

SCREWS, EQUALLY SPACED AT POSTS (TYP.)

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12'-0" 5'-0" 8'-3"

20'-0"

20'-0"

WHEEL STOP

ADA PARKING SIGN

EXISTING TIMBER

FENCING SHIFTED FOR

ADA PARKING SPOT

5'-0" C.C.

19'-71 4"

6'-0" C.C.

MATCH EXISTING

EL.=(+)13.80±

MATCH EXISTING

EL.=(+)13.80±

MATCH EXISTING

EL.=(+)13.50±

27'-3"

EXISTING SAND

PARKING

ADA PARKING PLAN

1" = 5'

CONCRETE PARKING PAD & CONCRETE SIDEWALK NOTES NOTES:

1. THE BEARING SUBSURFACE SHALL HAVE ALL ORGANIC, LOOSE, AND DELETERIOUS MATERIAL REMOVED AND THE REMAINING CLEAN SOIL SHALL BE

SMOOTH, SOUND AND SOLID. COMPACT TO 98% PER AASHTO T-180. ANY FILL MATERIAL SHALL BE COMPACTED WITH A VIBRATORY OR IMPACT COMPACTION MACHINE IN MAXIMUM 12 INCHES LIFTS OR COMPACTED WITH A HAND TAMPER IN MAXIMUM 4 INCH LIFTS TO 98% PER AASHTO T-180.

2. CONCRETE PARKING PAD SHALL BE REINFORCED WITH 6X6 10-10 WELDED WIRE MESH, 3" MINIMUM COVER ON ALL SIDES.

3. STRENGTH OF 4,500 PSI AT 28 DAYS

4. LARGE AND SMALL ANGULAR AGGREGATE. NO PEA GRAVEL.

5. REINFORCED WITH 1.5 LBS. PER CUBIC YARD. FIBERMESH 150 VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS CONTAINING NO OLEFIN

MATERIALS.

6. 11

2" DEEP CONTRACTION JOINTS SPACED EQUALLY AS-SHOWN FOR CONCRETE PARKING.

7. FINAL CONCRETE SURFACE SHALL BE A LIGHT BROOM FINISH.

CONCRETE SIDEWALK

WITH TIMBER RAILING

TIMBER BOARDWALK

WITH TIMBER RAILING

EL.=(+)14.00

NOTES:

1. CONCRETE WHEEL STOP TO BE PRE-MANUFACTURED

REINFORCED 4,000 PSI TYPE II CEMENT.

2. #4 ANCHOR REBAR ENDS TO BE INSTALLED FLUSH WITH TOP

OF WHEEL STOP.

3. SHOP DRAWINGS TO BE SUBMITTED TO ENGINEER FOR

APPROVAL PRIOR TO ORDER.

LEGEND:

CONTRACTION JOINT

EXPANSION JOINT

CONTRACTION JOINT

EXPANSION JOINT

8"

6" MIN.6" MIN.

PARKING SLAB DETAILS

1" = 1'

PROFILE CROSS-SECTION

2" MIN.1

4" MAX.

8" CLOSED-CELL

NEOPRENE (FULL W X H)

WHEEL STOP DETAILS

1" = 2'

6'-0" 1'-0" 1'-0"

5" 3"5

8" OR 3 4"

ANCHOR

HOLE (TYP.)

2'-0" MIN.

ANCHOR TO

SURFACE w/ (2)

30-INCH LONG

#4 REBARS

2"

(2) #4 REBARS

ADA COMPLIANT HANDRAIL

N.T.S.

6061-T6 ALUMINUM ADA HANDRAIL

PER FBCA 405.8, ATTACH ALONG

CENTERLINE OF TIMBER POSTS WITH

S.S. FASTENERS 36" ABOVE WALKING

SURFACE. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS PRIOR TO

ORDERING AND INSTALLING.

2"Ø HANDRAIL 21

2"

10-32 TYPE "F" UNDERCUT

S.S. THREAD CUTTING

FHMS (PHILLIPS DRIVE) #21

PILOT HOLE REQUIRED IN

TUBING PRIOR TO

INSTALLING SCREWS

ARHB1 SERIESX ALUMINUM

HANDRAIL BRACKET, OR

APPROVED EQUAL AT EVERY

POST/MID-POST

#14 X 3" PAN HEAD

S.S. SCREW

2" X 37

8" BLOCKING

FIXED BETWEEN

VERTICAL RAILING.

ATTACH TO 6" X 6"

POSTS WITH (2) #10 X 3"

LONG S.S. FLATHEAD

SCREWS

EL.=(+)13.80±

EL.=(+)14.00

9'-31 4"

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IMPORTANT NOTES TO BIDDERS:

1. The Contractor shall keep a post driving log as specified in the plans and may not cut off posts until the Engineer has given approval to do so. The Contractor must provide advanced notification of a request to cut off posts so that the Engineer may make field observations, if necessary. The Engineer will not make a structure certification if the Contractor does not comply with this requirement. If a vibratory hammer, auger or jetting equipment is used to install posts, the time needed to hammer and/or jet and/or auger each post shall be recorded.

2. The Contractor shall retain all material delivery tickets, material testing reports and cut-sheets/shop drawings for manufactured products for the project and provide copies to the Engineer on a weekly basis. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

3. The Engineer must be given advanced notice of the critical stages of construction such as initial construction stakeout, post driving, timber framing, concrete forming prior to placing concrete, etc. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

4. The location of existing utilities, utility services, facilities, and structural features shown on these plans has been determined from the information available at the time of the preparation of these plans, but do not purport to be absolutely correct and are provided for only the convenience of the Contractor. Any inaccuracy or omission in such information shall not relieve the Contractor of its responsibility to protect the existing features from damage and unscheduled interruption of service or from the responsibility to relocate utilities are required. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of the plans the Contractor shall stop construction and notify the County and utility or facility owner immediately. The Contractor shall verify, prior to construction, the exact location, elevation, dimensions of all existing utilities, facilities, structures, and other features (whether or not shown in the plans). The Contractor shall be solely responsible for coordination of any utilities to be adjusted by others for the construction of this project and shall coordinate with other utilities and entitles as required to ensure the successful implementation of this project.

5. A pre-construction meeting must be scheduled before start of construction and all parties are to attend including: Owner or Owner's Representative, Engineer, Prime Contractor, Subcontractor(s), Surveyor, Applicable Tradesmen, etc. The Engineer will lead the meeting and provide a list of critical items to discuss.

6. Bidders are advised that overnight parking of equipment or storage of materials on the beach is forbidden at all times. The bid price shall include all costs associated with obtaining and securing temporary material stockpile areas and equipment lay down areas.

GENERAL:

1. Owner hereinafter refers to Owner's Representative, City, County, Town, Developer or

Private Entity.

2. All elevations in the project plans are referenced to feet N.A.V.D. 88.

3. The project shall be straight, plumbed, level, and elevations are correct as shown in plans.

4. Any deviation from these plans, notes or specifications must be approved in writing by the Owner or Engineer, or else the deviation will be considered construction non-compliant with the plans and specifications.

5. Any discrepancies amongst the plans, notes, specifications and other bid documents must be resolved in writing by the Owner or Engineer prior to continuing the work in question.

6. These plans, notes and specifications, along with the other components of the project bidding documents, constitute the only instructions to bidders/contractors, unless written addenda are issued.

7. All construction, manufacturing, fabrication and testing of materials shall be performed under the guidelines set forth in applicable local, state and federal codes, and/or under recommendations provided in technical publications of respected professional or industry organizations. Material testing programs, where applicable, shall be presented to the Engineer for review and approval prior to construction.

8. All products constructed or manufactured/supplied for the project shall be accompanied by industry acceptable warranties or guarantees.

9. For the purpose of these specifications. "Project Completion" is defined as completion of an agreed upon list of punchlist items compiled in a planned project walkthrough held at a time the Contractor considers the project to be "Substantially Complete". The Contractor shall notify the Owner and Engineer at least 120 hours in advance of substantial completion and schedule a mutually agreeable walkthrough.

10. A portion of the site lies within flood zones “VE" with a base flood elevation of 10.0 as indicated on Federal Emergency Management Agency Flood Insurance Rate Map Community Panel No.12127C0533J dated September 29, 2017.

11. Any materials interfering with construction, and all abandoned utility lines, pipes, structures and other subterranean objects to be removed, shall be disposed of as directed by the Owner. All materials not claimed by the Owner shall be disposed of at the Contractor's expense in areas provided by the Contractor.

12. All materials to be removed from the existing structures per the construction plans.

13. The Contractor shall endeavor to protect private property. Any damage caused by the Contractor in the performance of his work shall be corrected to the satisfaction of the Engineer at the Contractor's expense. Payment shall not be made for this work.

14. Any damage to state, county, or local roads caused by the Contractor's hauling or excavation equipment shall be repaired by the Contractor to the satisfaction of the Engineer. Payment shall not be made for this work.

15. The construction lengths indicated in these plans are approximate. Actual limits may be set in the fields as directed by the Engineer.

16. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing, or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on site unless approved by the Engineer.

17. All trimming undertaken on a tree protected by provisions of the land development code shall be pruned in accordance with the National Arborist Association (NAA) Pruning Standards.

18. The Owner and the Engineer reserve the right to perform quality assurance testing on all materials delivered to project and to reject all materials not meeting acceptable standards.

19. The Contractor shall be responsible for the complete stake-out of the project, i.e., line, grade, slope stake, utility relocations or any other stake-out that may be required to complete the project in accordance with the plans and specifications. Any and all expenses incurred for this work shall be included in the unit price bid for other items. No additional payment shall be made for this work. Contractor shall also be required to provide a certified as-built survey of the grading, drainage and earthwork improvements and meet any minimum requirements of Owner.

20. Overall cleanup shall be accomplished by the Contractor in accordance with Owner standards or as directed by the Engineer. Any and all expenses incurred for this work shall be included in the unit price bid for other items.

21. If, during construction activities, any evidence of historic resources including, but not limited to, aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundations are discovered, work shall come to an immediate stop and the client and the Florida Division of Historical Resources shall be notified within two working days.

22. All materials and construction shall be in accordance with the more stringent of the current FDOT Standards and Specifications or Volusia County Standards and Specifications.

23. Contractor shall be responsible for independently calculating all quantities for the project including earthwork. It is the Contractors responsibility to verify the Engineers estimated quantities included on the bid schedule.

24. The Contractor shall provide pumping equipment and devices to properly remove and dispose of water during construction, if needed.

25. Refer to construction pollution prevention plan for erosion control notes.

SURVEY INFORMATION:

Topographic information shown hereon from survey performed by Arc Surveying & Mapping, Inc. October 22, 2024. Referenced on the North American Vertical Datum of 1988 (N.A.V.D.

88).

ENVIRONMENTAL AND PERMITS:

1. The U.S. Army Corps of Engineers (USACE), Florida Department of Environmental

Protection (FDEP) and the local city or county may exert jurisdiction over construction of the project. The Contractor shall be responsible to understand and comply with all applicable permit conditions imposed by the jurisdictional agencies, if permits are necessary. If not, the Contractor must at least comply with general state water quality standards for siltation and guidelines for encounters with threatened and endangered species.

2. All building and construction-related permits from the local (city or county) or state authorities are the responsibility of the Contractor.

3. The Contractor shall be responsible for penalties and/or fines levied due to work that is not in accordance with permit conditions.

4. The project includes earthwork activities located seaward of the Coastal Construction Control Line (CCCL). The Contractor is absolutely forbidden from moving nation soils located on the seaward of the CCCL to any location on the landward side of the CCCL.

The Contractor shall abide by all state regulations and permit requirements regarding the placement of imported fill seaward of the CCCL.

SUBMITTALS:

All submittals shall be made to the Engineer of Record for review and approval, in writing, prior to ordering and before construction. Submittals also include but are not limited to, shop drawings, mark-up drawings, sketches, cut-sheets, product literature, additional specifications, photographs and letters.

Submittals list:

1. Schedule for completion of work with tasks and durations defined.

2. Shipping, Stockpile and Site Administration Plan (SSSAP).

3. Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker's parking and construction equipment.

4. Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site. See "Site Safety" heading.

5. Complete list of required shop drawing submittals shall be provided by the Engineer at the preconstruction meeting.

6. Changes, alternates or other methods different from project plans must be approved, in writing, via submittals required by the Engineer and/or Owner.

7. After completing the punchlist in the field, the Contractor must submit a itemized punchlist, as-built survey and record drawings for final changes and the Engineer of Record approving in writing.

8. The Contractor shall be responsible for keeping a log of change orders, RFI's and shop drawings. The log shall be updated and available upon request.

INSPECTION COORDINATION:

1. The Engineer will be conducting routine observations and observations at critical stages of construction. A minimum of 120 hours notice shall be given to the Engineer prior to commencing the critical stages of construction. In general, critical stages are the initial work on the major structure components. Examples of critical stages of construction include: initial construction stakeout, demolition, post driving, timber framing, concrete forming prior to placing concrete, etc.The local city or county may perform their own construction observations in addition to the Engineer. No observers other than the Engineer or his/her designated representative shall have the authority to determine compliance with plans and specifications.

2. Other observers may relay information to the Engineer, but it will be the Contractor's ultimate responsibility to maintain contact and resolve disputes, questions, field changes, payment requests, etc. directly with the Owner or Engineer.

CONSTRUCTION SURVEYING:

1. Stake-out survey of the project is the responsibility of the Contractor. Beginning and end points will be provided by the Owner or Engineer in the project drawings.

2. The staked project must be approved by the Engineer prior to commencing construction.

The Engineer reserves the right to make alignment changes based on conditions portrayed by the initial stakeout.

3. Methods and frequency of continuing stake-out during construction shall be submitted to the Engineer for approval prior to beginning construction.

4. The Contractor must perform an independent construction record survey (as-built survey) as a check for compliance at the end of the project. The record survey must be signed and sealed by a State of Florida Licensed Professional Surveyor. The record survey must be referenced to feet N.A.V.D. 88.

5. The Prime Contractor is advised that certification of the project elevations and alignment is required by the Engineer for final acceptance of work.

SITE SAFETY:

The Contractor shall prepare and adhere to a Site-Specific Safety Plan. The contents of the plan are:

1. Identification of potential hazards and injuries pertaining to the specific site and project.

2. Location of nearest hospital.

3. Assure availability of at least one working cell phone and one vehicle on site at all times.

4. Emergency contacts within the Subcontractor's organization and at the Prime

Contractor's organization.

5. All field personnel shall wear appropriate safety attire and utilize appropriate personal protection equipment for a given task/operation such as safety glasses/goggles, masks, shields, gloves, harnesses, hard hats, steel-toed boots,etc.

6. Safety kit shall be available onsite at all times with appropriate materials for potential hazards and injuries.

7. The Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site.

8. The Contractor shall follow all applicable local, state, and federal codes regarding site safety.

9. The Contractor shall adjust the means and methods of this plan as appropriate for maintaining site and operational safety.

SITE MAINTENANCE:

1. The Contractor shall maintain a clean and neat site, void of loose debris, trash, remnant parts or materials.

2. Trash receptacles and removal service shall be maintained by the Contractor specifically for this project. Pre-existing trash/debris facilities shall not be used to maintain the project.

3. Temporary debris piles shall be limited in number as much as practical and contained in designated areas until removal. Debris and trash shall not be scattered in areas outside the limited designated areas at any time.

4. Removal of trash/debris shall be scheduled as appropriate to not allow piles to reach five-feet in height or greater than ten-feet in diameter. Debris individually larger than these dimensions shall be removed from the site within five working days. Receptacles shall not overflow at any time.

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5. Where necessary, the Contractor shall employ a Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker parking and construction equipment. The plan must be in writing, including sketches or drawings, and must be submitted to the Owner or Engineer for review and approval before commencement of any work.

6. The Contractor shall follow all applicable local, state and federal codes regarding site maintenance.

MOBILIZATION AND DEMOBILIZATION:

1. Access to near water construction areas is required for material storing, hauling, erection and construction. All facilities, public or private, used for such purposes shall be repaired to their original condition following "Completion" of the project, including grade and topping (sod, tree/vegetation cover, established road, etc.)

2. The Contractor shall present a Shipping, Stockpile and Site Administration Plan (SSSAP) to the Owner or Engineer for approval. The plan shall be specific to the project requirements for the particular materials to be delivered to the site, describing delivery points, stockpile areas, temporary debris/trash storage areas, temporary field office (including utilities maintained there), fencing, security and a statement of commitment and details for maintaining safety on the site.

3. The Owner or Engineer shall have the right to exercise reasonable alterations or additions to the SSSAP.

4. It is the Contractor's responsibility to coordinate, and pay for, necessary utilities to occupy the site and perform the work.

5. The Contractor shall not demobilize until project completion, and all parties have agreed and signed off in writing.

TECHNICAL SPECIFICATIONS FOR SITE PLAN TESTING:

1. MATERIAL

The inspection and testing of materials and finished articles to be incorporated in the work shall be made by bureaus, laboratories, or agencies approved by the Engineer of Record.

The Contractor shall submit such samples, or such special or test pieces of materials as the Engineer of Record may require. The Contractor shall not incorporate any material or finished article into the work until the results of the inspections or tests are known and the Contractor has been notified by the Engineer of Record that the material or finished article is accepted. All materials must be of the specified quality and be equal to the approved sample if a sample has been submitted. Certified copies of all tests made shall be submitted to the Engineer of Record as well as to the Owner's designated site inspector.

The Owner's designated site inspector must receive copies of all testing reports and certificates prior to the Engineer of Record requesting a final project inspection from the Owner.

2. LABORATORY CONTROL AND CERTIFICATES SPECIFICATIONS:

Sampling, testing, and laboratory methods shall be in accordance with the standard specifications of the AASHTO or ASTM. Where AASHTO or ASTM specifications are used, the reference shall be construed to be the most recent standard specifications or tentative specifications of the AASHTO or ASTM in force on the date of the test.

TEST AND CERTIFICATES:

The Contractor shall engage an approved testing laboratory to provide the following tests and certifications signed by a registered Engineer of the State of Florida. All technicians performing the tests shall be state certified for the testing performed. Additional tests that may be required by either the Engineer of Record or the Owner shall also be provided by the Contractor, and the following shall not be taken as a complete and exhaustive list of the Contractor's testing responsibilities.

a. Soil analysis for structural fill material prior to installation.

b. Proctor densities, moisture content, compacted field densities and Atterberg limits.

FILL MATERIAL AND SURFACE TREATMENT:

1. The Contractor shall provide fill material meeting the specifications and criteria of

Subsection 62B-33.005(7) of the Florida Administrative Code; the relevant portion of this subsection is given below. Only beach compatible fill shall be placed on the beach or in any associated dune system. All fill material placed seaward of the CCCL shall be sand which is similar to that already existing in the same fixed coastal cell in coloration, grain size, and composition. Beach compatible fill is material that maintains the general character and functionality of the material occurring on the beach and in the adjacent dune and coastal system. Such material shall be predominately of carbonate, quartz or similar material with a particle size distribution ranging between 0.062mm (4.0) and 4.76mm (-2.25) (classified as sand by either the Unified Soils or the Wentworth classification), shall be similar in color and grain size distribution (sand grain frequency, mean and median grain size and sorting coefficient) to the material in the existing coastal system at the placement area and shall not contain: Greater than 5 percent, by weight, silt, clay or colloids passing the #230 sieve (4.0); Greater than 5 percent, by weight, fine gravel retained on the #4 sieve (-2.25); Coarse gravel, cobbles or material retained on the 3/4 inch sieve in a percentage or size greater than found at the placement area;

Construction debris, clay balls or…