ATT_1__Drawings.pdf

PROJECT LOCATION

REFERENCE:

USA TOPO MAPS, ESRI

FLORIDA

NASSAU

ST. JOHNS

FLAGLER

VOLUSIA

BREVARD

INDIAN RIVER

ST. LUCIE

MARTIN

PALM BEACH

BROWARD

DADE

DUVAL

1"= 2000' (22x34) 1"= 4000' (11x17)

LOCATION MAP

N.T.S.

VICINITY MAP

SEAL

PROJECT TITLE

SHEET OF

DATE

PROJECT NO

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C-1C2021-084

MAY 2024

JUPITER INLET LIGHTHOUSE

OUTSTANDING NATURAL

AREA SHORELINE

STABILIZATION

PALM BEACH COUNTY, FLORIDA

JUPITER INLET LIGHTHOUSE OUTSTANDING NATURAL AREA

SHORELINE STABILIZATION

PALM BEACH COUNTY, FLORIDA

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DRAWING INDEX

JONATHAN B. BRUMFIELD P.E.#92397

REGISTRY # 4815

PROJECT LOCATION

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

TAYLOR

ENGINEERING, INC.

Sheet List Table

C-1 TITLE SHEET

C-2 GENERAL NOTES

C-3 GENERAL NOTES

C-4 PROJECT OVERVIEW

C-5 CLEARING AND GRUBBING PLAN

C-6 RETAINING WALL BASE BID

C-7 RETAINING WALL CROSS-SECTIONS BASE BID

C-8 RETAINING WALL DETAILS BASE BID

C-9 RETAINING WALL DETAILS BASE BID

C-10 ADA PATHWAY BID OPTION #1

C-11 ADA PATHWAY PROFILES AND CROSS-SECTIONS BID OPTION #1

C-12 PAVILION BID OPTION #1

C-13 PAVILION BID OPTION #1

C-14 PAVILION BID OPTION #1

C-15 LOXAHATCHEE RIVER SHORELINE PROTECTION BID OPTION #2

C-16 INTRACOASTAL WATERWAY SHORELINE PROTECTION BID OPTION #3

C-17 TIMBER BOARDWALK AND ACCESS STAIRS CONTROL PLAN BID OPTION #4

C-18 TIMBER BOARDWALK AND ACCESS STAIRS CONTROL PLAN BID OPTION #4

C-19 TIMBER BOARDWALK AND ACCESS STAIRS ELEVATIONS BID OPTION #4

C-20 TIMBER BOARDWALK PLAN DETAILS BID OPTION #4

C-21 TIMBER BOARDWALK PLAN DETAILS BID OPTION #4

C-22 TIMBER BOARDWALK DETAILS BID OPTION #4

C-23 TIMBER BOARDWALK DETAILS BID OPTION #4

C-24 TIMBER BOARDWALK REVETMENT BID OPTION #4

C-25 TIMBER BOARDWALK REVETMENT CROSS-SECTIONS BID OPTION #4

C-26 FLOATING DOCK PLAN AND ELEVATION BID OPTION #5

C-27 NORTH INTRACOASTAL WATERWAY SHORELINE PROTECTION BID OPTION #6

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

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SHEET OF

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MAY 2024

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PROJECT NO C2021-084

JONATHAN B. BRUMFIELD P.E.#92397

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

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ENGINEERING, INC.

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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INTRACOASTAL WATERWAY

SHORELINE STABILIZATION

BID OPTION 3

FLOATING DOCK

BID OPTION 5

NEW PAVILION AND STABILIZED

PATH TO EXISTING PIER

BID OPTION 1

RETAINING WALLS

BASE BID

IN

D

IA

N

R

IV

E R

LOXAHATCHEE RIVER

LOXAHATCHEE RIVER

BREAKWATERS AND

FENDER PILES

BID OPTION 2

PRESERVE

EXISTING

PATHS

IN

TR

AC

O

AS

TA

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AT

ER

W

AY

APPROXIMATE

ROW

TIMBER

BOARDWALK

BID OPTION 4

SHORELINE REVETMENT

BID OPTION 4

INTRACOASTAL WATERWAY

NORTH INTRACOASTAL

WATERWAY SHORELINE

STABILIZATION

BID OPTION 6

ATLANTIC OCEAN

SR

A

1A

U S

H W

Y

U S H

W Y 1

SR

S BEACH RD

CATO'S BR

N O

LD DIXIE HW

Y

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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PROJECT

OVERVIEW

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10199 SOUTHSIDE BLVD

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TAYLOR

ENGINEERING, INC.

GRAPHIC SCALE

400' 800'200'

22X34: 1" = 200' 11X17: 1" = 400'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

CLEARING AND GRUBBING LIMITS (TYP)

CLEAR AND GRUB TO MEAN HIGH WATER (TYP)

CLEARING AND GRUBBING LIMITS (TYP)

CLEAR AND GRUB TABLE

POINT

EASTING

954535.36

954536.50

954689.20

954689.47

954759.11

954756.54

954795.69

954796.93

954883.69

954890.07

954890.30

954862.43

954872.46

954898.25

954905.19

954909.01

954921.00

954982.74

955006.02

955056.96

955049.76

955026.18

955005.59

954983.53

954937.57

954882.07

954839.59

954832.93

954823.03

954816.44

NORTHING

951390.15

951398.73

951390.12

951386.22

951405.01

951440.23

951443.09

951426.20

951430.96

951438.44

951506.07

951560.70

951565.99

951525.41

951505.12

951439.03

951427.73

951429.07

951419.95

951368.36

951357.36

951365.30

951396.13

951414.76

951414.33

951405.35

951412.02

951409.24

951409.82

951412.45

CLEAR AND GRUB TABLE

POINT

EASTING

954798.27

955176.85

955132.61

955140.68

955221.27

955258.77

955277.69

955245.60

955247.39

955327.28

955325.65

955293.63

955274.77

955350.76

955326.06

955265.70

955224.01

955643.19

955554.28

955480.28

955495.08

955578.37

955680.79

955696.30

955782.63

955830.65

955913.15

955744.69

955831.70

956047.63

NORTHING

951407.87

951310.57

951330.94

951348.10

951311.00

951310.09

951364.97

951376.61

951381.28

951352.31

951347.58

951359.19

951304.54

951269.02

951268.77

951299.01

951299.89

951334.18

951307.01

951549.21

951609.90

951616.95

951587.07

951640.99

951621.50

951809.99

952021.69

952090.28

952329.67

952244.88

CLEAR AND GRUB TABLE

POINT

EASTING

955838.27

955835.90

955779.31

955773.45

955759.75

955777.04

955757.75

955792.18

955682.88

955767.83

955747.13

955724.77

955710.98

956052.71

956041.02

956043.96

956059.54

956100.43

956078.27

956093.81

955959.50

955962.61

956038.69

956034.58

956059.99

956104.72

956095.71

956052.79

956048.66

956054.87

NORTHING

951447.88

951483.83

951503.28

951486.23

951450.19

951437.68

951409.08

951378.20

951282.57

951377.26

951395.83

951370.11

951381.43

952264.70

952276.40

952287.57

952291.31

952519.67

952583.19

952618.88

952568.27

952938.84

952939.58

952869.90

952868.41

952897.04

952757.65

952758.58

952569.52

953332.33

CLEAR AND GRUB TABLE

POINT

EASTING

956050.36

956044.39

956048.36

956046.53

956037.75

956033.29

956042.52

956041.98

956033.08

956032.54

956020.54

956038.55

956033.56

956017.39

956010.19

956027.06

956020.92

956006.64

956006.31

955996.70

955979.42

955988.65

NORTHING

953332.04

953413.36

953413.61

953437.50

953437.36

953512.93

953513.69

953540.14

953540.74

953601.61

953656.23

953660.24

953722.14

953722.29

953802.99

953807.01

953910.46

953913.26

954027.83

954150.24

954263.16

954264.65

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

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CLEARING AND

GRUBBING PLAN

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ENG

10199 SOUTHSIDE BLVD

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TAYLOR

ENGINEERING, INC.

GRAPHIC SCALE

160' 320'80'

22X34: 1" = 80' 11X17: 1" = 160'

(T

YP

INTRACOASTAL WATERWAY SHORELINE

PROTECTION BID OPTION #3 (TYP)

SEE SHEET C-16

UPPER FREE-STANDING BLOCK WALL

TOP EL. 19.5'

LOWER STEEL SHEET PILE WALL WITH CONC CAP

TOP EL. 10.0'

MEAN HIGH WATER

HELICAL ANCHORS FOR LOWER

STEEL SHEET PILE WALL (TYP)

RETURN WALL

.0

M

AT

C H

LI

N

E

N: 951510.74 E: 955777.61

N: 951501.48 E: 955804.57

0+

0+

1+ 00 1+

2+

2+ 50 3+

3+

4+

4+

5+

L1 C1 L2 C2

L3

C3

L4

C4 L5

LOWER SHEET PILE WALL CENTERLINE

5.0'

L9

L10 C8

L11

C9

L12 C10

L13

C11 L14

N: 951520.31 E: 955769.79 N: 951514.12

E: 955787.77

APPROXIMATE GRADING LIMIT SMOOTH TRANSITION

TO EXISTING GRADE

10' WIDE @ 2% GRADE FROM WALL (TYP)

APPROXIMATE GRADING LIMIT

10' WIDE @ 2% GRADE FROM WALL (TYP)

3H:1V

3H :1

V

GRADE VARIES

APPROXIMATE GRADING LIMIT

SMOOTH TRANSITION TO EXISTING GRADE (TYP)

SMOOTH TRANSITION TO EXISTING GRADE (TYP)

APPROXIMATE GRADING LIMIT

6"Ø HDPE PERFORATED PIPE (TYP)

6"Ø HDPE SOLID PIPE

(EVERY 50', TYP)

PERFORATED PIPE

CAPPED AT END

9.2'

(TYP)

NOTE: CONTRACTOR TO PROVIDE EXPANSION

JOINTS AT 90° TURNS AND EVERY 75 FEET ALONG

CONCRETE CAP (TYP)

ACCESS STAIR CL

N: 951556.90 E: 955797.84

ACCESS STAIR CL

N: 951666.26 E: 955827.77

ACCESS STAIR CL

N: 951686.21 E: 955852.12

ACCESS STAIR CL

N: 951570.03 E: 955826.55

ACCESS STAIR CL

MEAN HIGH WATER

SMOOTH TRANSITION

TO EXISTING GRADE

(T

YP

20'

(TYP)

INTRACOASTAL WATERWAY SHORELINE

PROTECTION BID OPTION #3 (TYP)

SEE SHEET C-16

MEAN HIGH WATER

HELICAL ANCHORS FOR LOWER

STEEL SHEET PILE WALL (TYP)

RETURN WALL

30.0'

M

AT

C H

LI

N

E

N: 952243.17 E: 955962.25

2+ 50 3+

3+

4+

4+

5+

5+

6+

6+ 50 7+

7+

8+00

8+36

C3

L4

C4 L5 C5

L6

C6

L7

C7

L8

N: 952269.40 E: 955973.41

LOWER SHEET PILE WALL CENTERLINE

5.

0'

C10

L13

C11 L14 C12 L15

C13

L16

C14

L1

L18 N: 952232.07 E: 955964.58

N: 952248.45 E: 955971.56

UPPER FREE-STANDING BLOCK WALL

TOP EL. 19.5'

LOWER STEEL SHEET PILE WALL WITH CONC CAP

TOP EL. 10.5'

SMOOTH TRANSITION

TO EXISTING GRADE

APPROXIMATE GRADING LIMIT

10' WIDE @ 2% GRADE FROM WALL (TYP)

APPROXIMATE GRADING LIMIT

10' WIDE @ 2%

GRADE FROM

WALL (TYP)

3H:1V 3H:1V

3H :1

V

GRADE VARIES

SMOOTH TRANSITION TO EXISTING GRADE (TYP)

SMOOTH TRANSITION TO EXISTING GRADE (TYP)

APPROXIMATE

GRADING LIMIT

6"Ø HDPE PERFORATED PIPE (TYP)

6"Ø HDPE

PERFORATED

PIPE (TYP)6"Ø HDPE SOLID PIPE

(EVERY 50', TYP)

6"Ø HDPE SOLID PIPE

(EVERY 50', TYP)

PERFORATED PIPE

CAPPED AT END

9.2'

(TYP)

9.2'

(TYP)

NOTE: CONTRACTOR TO PROVIDE EXPANSION

JOINTS AT 90° TURNS AND EVERY 75 FEET ALONG

CONCRETE CAP (TYP)

ACCESS STAIR CL

ACCESS STAIR CL

N: 952011.24 E: 955957.85

ACCESS STAIR CL

N: 952088.32 E: 955968.50

ACCESS STAIR CL

N: 952171.94 E: 956022.87

SMOOTH TRANSITION

TO EXISTING GRADE

SMOOTH TRANSITION

TO EXISTING GRADESMOOTH TRANSITION

TO EXISTING GRADE

LINE TABLE

ID

L1

L2

L3

L4

L5

L6

L7

L8

L9

LENGTH

75.06

3.76

5.85

46.46

41.01

14.66

40.73

25.63

19.01

DIRECTION

N18° 58' 24.58"E

N11° 10' 18.49"E

N3° 08' 07.89"E

N24° 59' 46.84"E

N16° 37' 16.31"E

N30° 31' 08.32"E

N8° 06' 18.44"E

N66° 56' 23.66"W

S71° 01' 35.42"E

START POINT (E,N)

(955804.57,951501.48)

(955849.72,951649.52)

(955852.66,951670.83)

(955892.01,951832.44)

(955942.01,951954.44)

(955989.95,952076.74)

(956023.06,952162.63)

(955997.00,952259.36)

(955769.79,951520.31)

END POINT (E,N)

(955828.97,951572.46)

(955850.45,951653.21)

(955852.98,951676.67)

(955911.64,951874.55)

(955953.74,951993.74)

(955997.39,952089.37)

(956028.81,952202.95)

(955973.41,952269.40)

(955787.77,951514.12)

CURVE TABLE

ID

C1

C2

C3

C4

C5

C6

C7

C8

C9

RADIUS

586.57

126.65

423.46

585.22

374.21

199.71

53.16

566.57

106.65

LENGTH

79.87

17.76

161.57

85.54

90.77

78.12

69.63

77.15

14.96

CHORD DIRECTION

N15° 04' 21.53"E

N7° 09' 13.19"E

N14° 03' 57.36"E

N20° 48' 31.57"E

N23° 34' 12.31"E

N19° 18' 43.38"E

N29° 25' 02.61"W

N15° 04' 21.53"E

N7° 09' 13.19"E

START POINT (E,N)

(955828.97,951572.46)

(955850.45,951653.21)

(955852.98,951676.67)

(955911.64,951874.55)

(955953.74,951993.74)

(955997.39,952089.37)

(956028.81,952202.95)

(955810.06,951578.96)

(955830.83,951657.09)

END POINT (E,N)

(955849.72,951649.52)

(955852.66,951670.83)

(955892.01,951832.44)

(955942.01,951954.44)

(955989.95,952076.74)

(956023.06,952162.63)

(955997.00,952259.36)

(955830.10,951653.39)

(955832.69,951671.92)

LINE TABLE

ID

L10

L11

L12

L13

L14

L15

L16

L17

L18

LENGTH

68.56

3.76

5.85

46.46

41.01

14.66

40.73

19.13

17.81

DIRECTION

N18° 58' 24.58"E

N11° 10' 18.49"E

N3° 08' 07.89"E

N24° 59' 46.84"E

N16° 37' 16.31"E

N30° 31' 08.32"E

N8° 06' 18.44"E

N66° 56' 23.66"W

S23° 03' 36.34"W

START POINT (E,N)

(955787.77,951514.12)

(955830.10,951653.39)

(955832.69,951671.92)

(955873.89,951840.90)

(955922.84,951960.16)

(955972.72,952086.89)

(956003.26,952165.44)

(955989.16,952240.95)

(955971.56,952248.45)

END POINT (E,N)

(955810.06,951578.96)

(955830.83,951657.09)

(955833.01,951677.76)

(955893.52,951883.00)

(955934.57,951999.46)

(955980.16,952099.52)

(956009.01,952205.77)

(955971.56,952248.45)

(955964.58,952232.07)

CURVE TABLE

ID

C10

C11

C12

C13

C14

RADIUS

443.46

565.22

394.21

179.71

33.16

LENGTH

169.20

82.62

95.62

70.30

43.44

CHORD DIRECTION

N14° 03' 57.36"E

N20° 48' 31.57"E

N23° 34' 12.31"E

N19° 18' 43.38"E

N29° 25' 02.61"W

START POINT (E,N)

(955833.01,951677.76)

(955893.52,951883.00)

(955934.57,951999.46)

(955980.16,952099.52)

(956009.01,952205.77)

END POINT (E,N)

(955873.89,951840.90)

(955922.84,951960.16)

(955972.72,952086.89)

(956003.26,952165.44)

(955989.16,952240.95)

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

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BASE BID

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SEAL

TAYLOR

ENGINEERING, INC.

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

0+20.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

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IN

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DISTANCE IN FEET

0+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

1+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

1+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

2+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

2+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

3+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

3+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

4+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

4+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

5+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

5+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

6+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

6+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

7+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

7+50.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

8+00.00

-18 -16 -14 -12 -10 -8 -6 -4 -2

0 200-20-40

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

C

D

E

F

G

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RETAINING WALL

CROSS-SECTIONS

BASE BID

C-7

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ENGINEERING, INC.

GRAPHIC SCALE

30' 60'15'

22X34: 1" = 15' 11X17: 1" = 30'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

EXISTING GRADE

FINISHED GRADE

LEGEND:

FREE-STANDING BLOCK WALL

SHEET PILE WALL WITH CONCRETE

CAP AND HELICAL ANCHORS

APPROXIMATE EXISTING GRADE

FREE-STANDING BLOCK WALL

FINAL GRADE

SLOPE AWAY FROM WALL

GRADE VARIES

CONCRETE CAP

TOP OF CAP EL. +10.5 NAVD88

FINAL GRADE

POST AND ROPE ALONG ENTIRE WALL LENGTH

20.0'

CL

TIMBER 4X4 POST EMBEDDED 24"

MIN INTO GROUND WITH CONCRETE

24" MIN

18" X 36" #57 GRAVEL DRAIN

WITH FILTER FABRIC

(GRANITE OR RIVER ROCK.

DO NOT USE LIMESTONE)

18"

AZ19-700 STEEL SHEET PILE

UPPER 20' COATED WITH MACROPOXY

646 (BOTH SIDES)

1"Ø WEEP HOLE

EL. +5.0' NAVD88 @ EACH SHEET PILE WEB

APPROXIMATE FINAL GRADE

14" HELIX

12" HELIX

HELICAL ANCHOR TIE BACK

45' LONG

SPACE 9'-2 1/4" O.C. (TYP)

WORKING LOAD: 38 KIPS

ULTIMATE LOAD: 77 KIPS10" HELIX

ADAPTER

MHW: +0.01 NAVD88

12" CRUSHED CONC BASE MATERIAL (MIN LBR

100) COMPACTED TO 99% MODIFIED PROCTOR

DRAINSTONE (AASHTO NO. 57 OR EQUIVALENT)

TO EXTEND AT LEAST 12 INCHES (305 MM)

BEHIND 18-INCH HIGH BLOCKS

SUB-BASE COMPACTED TO 95% MODIFIED

PROCTOR. MIN LBR: 40

6"

6"Ø HDPE PERFORATED PIPE

GRAVITY DRAIN TO OUTLET(AS SPECIFIED B Y ENGINEER)

NON-WOVEN GEOTEXTILE FABRIC AT

BACK OF XL BLOCKS AND BETWEEN

DRAINSTONE AND RETAINED SOIL

10' MIN

SMOOTH TRANSITION TO EXISTING

GRADE (GRADE VARIES)

2%

2%

EL: 9.5'

EL: 20.0'

EL: 10.9'

EL: 10.5'

DRAIN PIPE INV EL: 7.0'

6"Ø HDPE SOLID CORRUGATED PIPE

EVERY 50' OC UNO

COMPACT PIPE BED TO 90%

MODIFIED PROCTOR

9.

1'

0.

5'

CLEAN SAND BACKFILL WITH LESS THAN

12% PASSING THE 200 SIEVE. COMPACT 12"

LIFTS TO 90% MAX DENSITY PER ASTM

D1557. USE WALK BEHIND COMPACTION

EQUIPMENT WITHIN 10' OF WALL

COUPLER

TORQUE TO 100

FT-LB AFTER CONC

CAP INSTALL

SOLID SHAFT

(SQUARE SS225)

NON-WOVEN GEOTEXTILE FABRIC

BETWEEN ADJACENT BLOCKS AT

FACE (REQUIRED) (TYP)

FILL ALL VOID SPACES IN AND BETWEEN BLOCKS WITH

DRAINSTONE (AASHTO NO. 57 OR EQUIVALENT)

NON-WOVEN GEOTEXTILE FABRIC

BETWEEN ADJACENT BLOCKS AT

FACE (REQUIRED BETWEEN ALL

BLOCKS. SHOWN ONLY IN

INDICATED LOCATION FOR CLARITY.)

PERFORATED PIPE, GRAVITY DRAIN TO

OUTLET (AS SPECIFIED BY ENGINEER)

CRUSHED STONE LEVELING PAD

FILL ALL VOID SPACES IN AND

BETWEEN BLOCKS WITH

DRAINSTONE (AASHTO NO. 57 OR

EQUIVALENT)

NON-WOVEN GEOTEXTILE FABRIC

AT BACK OF XL BLOCKS AND

BETWEEN DRAINSTONE AND

RETAINED SOIL (IF SPECIFIED BY

ENGINEER BASED ON SITE SOIL

CONDITIONS. SHOWN CUT AWAY.)

DRAINSTONE (AASHTO NO. 57

OR EQUIVALENT) TO EXTEND

AT LEAST 12 INCHES (305 MM)

BEHIND 18-INCH HIGH

REDI-ROCK BLOCKS

EXTEND GEOTEXTILE OVER

DRAINSTONE AND BELOW

SURFACE MATERIALS

GRADE TO DRAIN SURFACE

WATER AWAY FROM WALL

AASHTO NO. 57 STONE

CONVERT TO SOLID PIPE BEFORE

OUTLETING THROUGH WALL

PERFORATED DRAIN

GRAVITY FLOW TO OUTLET AROUND

ENDS OF WALL AND EVERY 50'

ON-CENTER OR AS SPECIFIED

12" THICK CRUSHED CONCRETE LEVELING PAD. COMPACT

TO 99% MODIFIED PROCTOR. MIN. LBR =100.

6" MIN

IN BACK OF

BLOCK 6" MIN

IN FRONT OF

BLOCK

TY

P)

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

C

D

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F

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RETAINING WALL

DETAILS BASE BID

C-8

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PROJECT NO C2021-084

JONATHAN B. BRUMFIELD P.E.#92397

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

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ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 3'

TYPICAL SEAWALL CROSS-SECTION

3'

VIEWNUMBER

NOT TO SCALE

FREE-STANDING BLOCK WALL CRUSHED

CONCRETE LEVELING PAD DETAIL

VIEWNUMBER

NOT TO SCALE

FREE-STANDING BLOCK WALL TYPICAL DETAIL

NOTE: DETAIL PROVIDED TO SHOW DRAINAGE DESIGN INTENT.

ACTUAL BLOCK SIZES FOR CONSTRUCTION MAY VARY

GENERAL NOTE: FREE-STANDING BLOCK WALL IS PRELIMINARY DESIGN

ONLY. CONTRACTOR TO ENGAGE A SPECIALTY ENGINEER LICENSED IN THE

STATE OF FLORIDA TO SUBMIT SHOP DRAWINGS AND FINAL DESIGN

CALCULATIONS DURING CONSTRUCTION FOR ENGINEER APPROVAL. SHOP

DRAWINGS AND CALCULATIONS MUST BE SIGNED AND SEALED.

(4) #6 EACH SIDE

#4 @ 6" O.C.

(5) #6 TOP

FULL LOAD HEX NUT CERTIFIED BY

MANUFACTURER TO DEVELOP 100%

OF THE ANCHOR ROD STRENGTH

135 DEG STD HOOK

(TYP)

3" CLR UNO

HARDENED BATTER WASHER (AS

REQUIRED TO PROVIDE FULL

BEARING ON NUT)

SHEET PILE℄

6"X6"X1" A36 STEEL PLATE

1-1/2" CHAMFER (TYP)

AZ19-700 STEEL SHEET PILE

UPPER 20' COATED WITH

MACROPOXY 646 (BOTH SIDES)

5,500 PSI REINFORCED CONC

PILE CAP BROOM FINISH

HELICAL ANCHOR ROD

RIGHT-HAND THREADED BAR.

DYWIDAG B06E 150 KSI

1-1/4" THREADED BAR

GRADE150 HDG

20.00°

32"

9"

#4 @ 12" STIRRUP

#4

2"

S

TI

R R

U P

(3) #6

(3) #6 W/ STD 135 DEG HOOK

AZ19-700 STEEL SHEET PILE (TYP)

CONC CAP

32"

TOP AND SIDE REINF NOT SHOWN (TYP)

3" CLR UNO (TYP)

(3) #6 W/ STD 90 DEG HOOK

3/4" EXPANSION JOINT

(SEE DETAIL THIS SHEET)

TOP BARS NOT SHOWN FOR CLARITY (TYP)

MIN 4" CLR

TERMINATE ALL REINF AT EXPANSION JOINT (TYP)

MIN 4" CLR (TYP)

3" CLR UNO (TYP)

SEE REINF DETAILS FOR SIZE AND SPACING REQUIREMENTS (TYP)

3/4" EXPANSION JOINT

/8 " 45.00°

CONC CAP

EXPANSION JOINT DETAIL

CLOSED CELL POLYETHYLENE

BACKER ROD PER ASTM C1330

3/4" PRE-FORMED SPONGE RUBBER

NEOPRENE TYPE JOINT FILLER PER

ASTM D1752 TYPE 1

BEAD OF SEALANT AND TOOL

AFTER PLACEMENT

CONC CAP

3/4"

NOTE:

SEALANT SHALL BE POLYURETHANE OR POLYSULFIDE SEALANT COMPLYING

WITH ASTM C920 TYPE S OR M, GRADE NS, CLASS 35 OR GREATER AND

RECOMMENDED BY THE MANUFACTURER FOR CONCRETE EXPANSION JOINTS

3/4" OR GREATER IN WIDTH. ACCEPTABLE MANUFACTURERS ARE VULKEN 921;

SIKAFLEX 1A, OR ENGINEER APPROVED.

HELICAL ANCHOR (TYP)

(8) #4 @ 4" #4 @ 10" (8) #4 @ 4"#4 @ 10" #4 @ 10"

9' - 2 1/4" (TYP)

CONCRETE CAP

NOTE: ADDITIONAL REINF NOT SHOWN FOR CLARITY, SEE TYPICAL CONC CAP DETAIL

(4) #6 EACH SIDE

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

C

D

E

F

G

H

RETAINING WALL

DETAILS BASE BID

C-9

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MAY 2024

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PROJECT NO C2021-084

ENG

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

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TAYLOR

ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 1'

TYPICAL SHEET PILE WALL CONCRETE CAP DETAILE1

1'

VIEWNUMBER

SCALE: 1" = 2'

CONCRETE CAP CORNER DETAIL

2'

VIEWNUMBER

NOT TO SCALE

TYPICAL REINF AT EXPANSION JOINT DETAIL

VIEWNUMBER

SCALE: 1" = 2'

HELICAL ANCHOR AND STIRRUP SPACING PLAN DETAIL

2'

VIEWNUMBER

NOT TO SCALE

TYPICAL EXPANSION JOINT DETAIL

0+00

1+

1+

0+00

1+002+00 2+95

L1

L2

C

L6

L3

L4

L5

C4

C2

C3

PI

N: 951507.03 E: 954900.54

PI

N: 951363.61 E: 955051.33

PI

N: 951386.69 E: 955031.48

PI

N: 951423.27 E: 954992.59

N: 951563.07 E: 954867.97

N: 951418.09 E: 954795.88

N: 951356.66 E: 955066.03

N: 951363.29 E: 955053.44

N: 951420.90 E: 954902.81

8'

8'

8'8'

0+00

0+50

1+00

1+30

0+

0+

1+

1+

2+

2+

2+

PAVILION

8' WIDE STABILIZED PATH

SMOOTH TRANSITION TO EXISTING FOOTPATH

SMOOTH TRANSITION TO

EXISTING TIMBER PIER

3H:1V SIDE SLOPE (TYP)

3H:1V SIDE SLOPE (TYP)

APPROXIMATE GRADING LIMIT (TYP)

APPROXIMATE GRADING LIMIT (TYP)

APPROXIMATE GRADING LIMIT (TYP)

8' WIDE STABILIZED PATH

TO EXISTING WALKWAY

8' WIDE STABILIZED PATH

TO EXISTING PIER

EXISTING PIER

PEDESTRIAN PATH

NORTH BASELINE

PEDESTRIAN PATH

SOUTH BASELINEN: 951396.74

E: 954802.95

INVERT: +1.17'

N: 951425.86 E: 954802.34

INVERT: +1.33'

8" CORRUGATED YARD DRAIN WITH

NYLOPLAST INLET. 30' LONG 8"Ø

PIPE SHALL PENETRATE REMNANT

TIMBER WALL AT SHORELINE

3:13:1 8'

GRAVEL PATH

6" THICK #57 STONE

EXISTING GRADE

FILTER FABRIC

COMPACTED SUBGRADE

TRANSITION TO EXISTING GRADE TO

INCLUDE CLEAN FILL AND BAHIA SOD

LINE TABLE

ID

L1

L2

L3

L4

L5

L6

LENGTH

42.98

64.31

6.86

10.43

24.75

178.72

DIRECTION

S30° 09' 55.60"E

S1° 30' 30.62"E

N64° 41' 20.89"W

N40° 41' 35.80"W

N46° 45' 34.52"W

S88° 29' 29.38"W

START POINT (E,N)

(954867.97,951563.07)

(954901.12,951485.19)

(955066.03,951356.66)

(955045.20,951370.74)

(955023.76,951393.95)

(954974.54,951422.79)

END POINT (E,N)

(954889.57,951525.91)

(954902.81,951420.90)

(955059.83,951359.59)

(955038.39,951378.65)

(955005.73,951410.90)

(954795.88,951418.09)

CURVE TABLE

ID

C1

C2

C3

C4

RADIUS

85.51

44.25

200.00

43.85

LENGTH

42.77

18.53

21.18

34.25

CHORD DIRECTION

S15° 50' 13.11"E

N52° 41' 28.35"W

N43° 43' 35.16"W

N69° 08' 02.57"W

START POINT

(954889.57,951525.91)

(955059.83,951359.59)

(955038.39,951378.65)

(955005.73,951410.90)

END POINT

(954901.12,951485.19)

(955045.20,951370.74)

(955023.76,951393.95)

(954974.54,951422.79)

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

C

D

E

F

G

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ADA PATHWAY BID

OPTION #1

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SUITE 310

JACKSONVILLE, FLORIDA 32256

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TAYLOR

ENGINEERING, INC.

GRAPHIC SCALE

30' 60'15'

22X34: 1" = 15' 11X17: 1" = 30'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

N

VIEWNUMBER

SCALE: 1" = 2'

PEDESTRIAN WALKWAY TYPICAL CROSS-SECTIONA

2'

A

AT

IO

N

IN

F

EE

T (N

AV

D

DISTANCE IN FEET

-20 0 20 40 60 80 100 120 140 160 180

EL

EV

AT

IO

N

IN

F

EE

T (N

AV

D

DISTANCE IN FEET

-20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320

STA: 0+00.00

EL: 6.92

STA: 0+35.19

EL: 8.67

STA: 0+45.95

EL: 9.51

STA: 0+70.43

EL: 10.20

STA: 0+93.40

EL: 10.20

STA: 1+23.24

EL: 9.51

STA: 1+46.06

EL: 8.06 STA: 1+50.06

EL: 8.06

STA: 0+13.85

EL: 3.98

STA: 1+37.26

EL: 10.71

STA: 1+62.65

EL: 9.53

STA: 1+75.91

EL: 8.97

STA: 2+25.91

EL: 4.88

STA: 2+87.42

EL: 3.00

STA: 2+94.72

EL: 3.00

STA: 2+30.91

EL: 4.73

STA: 2+64.32

EL: 3.00

STA: 0+68.01

EL: 7.30

STA: 1+09.58

EL: 10.13

STA: 0+78.78

EL: 8.02

STA: 0+90.29

EL: 8.95

STA: 0+63.00

EL: 7.15

STA: 0+38.93

EL: 5.32

2.09% -4.63% -4.28%

-8.17%

-0.01% 0.00%

-3.00% -5.18%

3.00%

6.12%

6.64% 8.11%

7.62%

5.32% 4.98%

7.78% 2.83% 0.00% -2.34%

-6.31% -0.00%

EL

EV

AT

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N

IN

F

EE

T

DISTANCE IN FEET

0+20

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

0+50

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

1+00

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

1+50

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

2+00

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

2+50

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

2+85

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

0+00

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

0+50

EL

EV

AT

IO

N

IN

F

EE

T

DISTANCE IN FEET

1+00

EL

EV

AT

IO

N

IN

F

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DISTANCE IN FEET

1+30

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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PROFILES AND

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BID OPTION #1

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VIEWNUMBER

SCALE: 1" = 8'

PEDESTRIAN PATH NORTH BASELINE CROSS-SECTIONS

8'

VIEWNUMBER

SCALE: 1" = 20'

PEDESTRIAN PATH NORTH BASELINE PROFILE

20'

VIEWNUMBER

SCALE: 1" = 8'

PEDESTRIAN PATH SOUTH BASELINE CROSS-SECTIONS

8'

VIEWNUMBER

SCALE: 1" = 20'

PEDESTRIAN PATH SOUTH BASELINE PROFILE

20'

EXISTING GRADE

FINISHED GRADE

LEGEND:

5/8" THICK PT PLYWOOD WITH MOISTURE

BARRIER AND VINYL LAP SIDING (TYP). INSTALL

PER MANUFACTURERS RECOMMENDATIONS.

FLOOR EL. +3.5' NAVD88

STAND-N-SEAM PANEL ROOF

SYSTEM (TYP)

COLOR SPECIFIED BY OWNER

TIMBER RAILING

12X12 SP NO.1 TIMBER

COLUMN (TYP)

4X10 KNEE BRACE (TYP)

4X10 SP NO.1 ROOF

BEAM (TYP)

CONC FLOOR SLAB

CONC FOOTER

STAND-N-SEAM PANEL ROOF SYSTEM (TYP)

COLOR SPECIFIED BY OWNER.

CONC FLOOR SLAB OUTLINE

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

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OPTION #1

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ENGINEERING, INC.

VIEWNUMBER

4'SCALE: 1/4" = 1'

EAST-WEST ELEVATIONF2 0

VIEWNUMBER

4'SCALE: 1/4" = 1'

NORTH-SOUTH ELEVATIONF6

VIEWNUMBER

4'SCALE: 1/4" = 1'

ROOF PLAN

E4

C-14

E6

C-14

2X2 TIMBER PICKET (TYP)

SP 4X4 POST. FASTEN POSTS TO

COLUMN WITH 1/4"Ø LAG BOLTS

(3 EACH) AT 2X6 LOCATION. MIN

EMBED INTO COLUMN 2".

SP 4X4 POST MOUNTED TO SLAB WITH

SIMPSON POST BRACE AT MID SPAN

2X6 TOP RAIL

CONC SLAB2X6 RAIL (TYP)

EQ EQ

12X12 TIMBER COLUMN (TYP)

VIEWNUMBER

2'SCALE: 1/2" = 1'

TIMBER RAILING DETAILA2

A2

C-12

F2

C-12

F6

C-12

1 4

A

D

2 3

B

C

34' - 0"

30' - 6"

7'

8" 7'

8"

7'

8"

28' - 0"

9' - 4" 9' - 4" 9' - 4"

ROOF OUTLINE (ABOVE) CONC SLAB OUTLINE CONC FOOTER (TYP)

12X12 TIMBER COLUMN (TYP)

6" CONC SLAB WITH FIBER MESH (1.5" STRANDS @ 4 LB/CY)

SAWCUT SLAB 1/3 DEPTH @ 10' BOTH DIRECTIONS

1 4

A

D

2 3

B

C

34' - 0"

ROOF OUTLINE (ABOVE)

ROOF RIDGELINE (ABOVE)

TIMBER TRUSS @ 24" O.C. MAX

4X12 HEADER (TYP)

EACH TRUSS FASTENED TO ROOF BEAM WITH SIMPSON H1 HURRICANE TIE (TYP)

MIDPOINT

2X4

(TYP FOR ALL

TRUSS

MEMBERS)

12' - 6"

25' - 0"

12' - 6"

4'

2"

2'

1"

6' - 3" 6' - 3"

4x12 SP NO.1 ROOF BEAM (TYP)

(COLUMNS AND BRACES NOT SHOWN)

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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OPTION #1

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TAYLOR

ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 4'

PAVILION FOUNDATION PLAN

4' 0

VIEWNUMBER

SCALE: 1" = 4'

PAVILION FRAMING PLAN

4'

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL TRUSS FRAMING DETAIL

2'

F2

C-13

NOTE: CONTRACTOR TO ENGAGE A TRUSS ENGINEER TO PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR ENGINEER APPROVAL BASED ON LOADING CONDITIONS PROVIDED HEREIN.

ENGINEER MUST BE A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA.

2' - 0"

2'

0"

2' - 0"

2'

0"

4"

4"

4"

4"

4"

4"

3/4"⌀ BOLT HDG THRU-BOLT &

OVERSIZED WASHER 3" MIN EDGE DISTANCE (TYP)

/4

11 1/4" 9 1/4"9 1 /4"

4" MIN EMBED (TYP)5/8"⌀ HDG LAG SCREW. 4"

MIN EMBED INTO BEAM (TYP)

3" (TYP)

11 1/4"

1/

2"

12x12 TIMBER COLUMN (NOTCHED)

4X10 HEADER (TYP)

(4) 3/4"⌀ BOLT EACH COLUMN

/4

PLAN VIEW

ELEVATION VIEW

CORNER PLATE NOT SHOWN FOR CLARITY

12X12 SP NO.1 COLUMN (NOTCHED)

4X12 SP NO.1 ROOF BEAM

SEE NOTE 1

NOTE 1: (4) 3/4"⌀ HDG THRU-BOLT &

OVERSIZED WASHER. CONTRACTOR TO

SPACE BOLTS TO PROVIDE 1.5" SPACING

(MIN) AT INTERSECTING BOLTS TO PREVENT

CONFLICT WITH OTHER THRU-BOLTS.

L 10X10X1/4 ANGLE OR WELDED PLACE (HDG).

PROVIDE 1.5" EDGE DISTANCE (MIN) AT BOLT

TO EDGE OF PLATE.

SEE NOTE 1

4X12 SP NO.1 ROOF BEAM (TYP)

CROSS-BRACE NOT SHOWN FOR CLARITY

12X12 SP NO.1 COLUMN (NOTCHED)

ELEVATION VIEW

PLAN VIEW

0"0"

6"

1'

0"

1'

6"

4' - 0" (SQUARE)

3'

0"

1' - 6" (SQUARE)

12X12 TIMBER COLUMN

1/2" EXPANSION JOINT (TYP)

SIMPSON CB1212 (TYP)

CONTRACTOR SHALL

INSTALL TIMBER FASCIA

BOARD TO COVER1"

(3) #3 @ 5"

(4) #6 DOWELS

(5) #5 TOP

(5) #5 BOT

PROVIDE STD 90 DEG

HOOK EACH END AT BOT

BARS

(6) #5 @ 10"

4" CLR BOT

3" CLR UNO

3" CLR UNO

CJ

6" CONC SLAB WITH 4 LB/CY

FIBER MESH (1.5" STRANDS)

COMPACT SUBBASE TO 95%

MODIFIED PROCTOR PER ASTM D1557

EL. +3.5' NAVD88

FASTENERS, (5) PER PANEL

FASTENER, 12" O.C.

RIDGE / HIP CAP

Z CLOSURE, CUT TO FIT

BUTYL TAPE SEALANT

APPROVED

SEALANT

BUTYL TAPE

SEALANT

FASTENERS, (5) PER PANEL

FABRAL STAND'N SEAM PANEL (TYP)

APPROVED

UNDERLAYMENT

18 GA. STEEL BACK-UP

PLATE OR WOOD BLOCKING

4" PLYWOOD SHEATHING (TYP)

BUTYL TAPE SEALANT 3

4" PLYWOOD

SHEATHING (TYP)

CLEAT

FASTENER, 12" O.C.

EAVE FLASHING

PANCAKE FASTENER, 12" O.C.

CAULK BETWEEN WEBS

FABRAL STAND'N SEAM PANEL

APPROVED

UNDERLAYMENT, TURN

DOWN VERTICALLY 3" MIN.

BUTYL TAPE SEALANT (ONLY

REQ'D FOR SLOPES 2:12 OR LESS)

18 GA. STEEL BACK-UP PLATE OR

WOOD BLOCKING, BY OTHERS

SEAM IN FIELD

FABRAL STAND'N SEAM PANEL

4" PLYWOOD SHEATHING (TYP)

RAKE FLASHING

FASTENER, 12"O.C.

CLEAT

APPROVED UNDERLAYMENT,

TURN DOWN VERTICALLY 3" MIN.

RAKE FLASHING

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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OPTION #1

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ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 1'

TYPICAL CROSS-BRACE FRAMING DETAILE4

1' 0

VIEWNUMBER

SCALE: 1" = 1'

TYPICAL CORNER FRAMING DETAILE6

1'0

VIEWNUMBER

SCALE: 1" = 1'

TYPICAL FOOTER DETAILE2

1'

VIEWNUMBER

NOT TO SCALE

ROOF HIP OR RIDGE TYPICAL DETAIL

VIEWNUMBER

NOT TO SCALE

ROOF EAVE TYPICAL DETAIL

VIEWNUMBER

ROOF GABLE TYPICAL DETAIL

N: 951387.59 E: 954547.81

N: 951386.01 E: 954577.76

N: 951385.20 E: 954594.83

N: 951383.62 E: 954624.79

N: 951382.66 E: 954643.11

N: 951381.34 E: 954668.08

N: 951370.38 E: 954809.28

SMOOTH TRANSITION TO

EXISTING BREAKWATER

EXISTING FIXED TIMBER PIER

PAVILION

BID OPTION #1

PEDESTRIAN PATH

BID OPTION #1

EXISTING SEAGRASS

EXISTING SEAGRASS

3' MIN BUFFER BETWEEN ARMOR STONE

AND EXISTING SEAGRASS (TYP).

CONTRACTOR SHALL NOT IMPACT

EXISTING SEAGRASS.

N86.984942W 30.00'

N86.984942W 30.00'

N86.984942W 25.00'

EXISTING MANGROVE (TYP)

BREAKWATER 1

BREAKWATER 2

BREAKWATER 3

BREAKWATER 4

TIMBER PILE AND SIGN (TYP)

"NO BOATS, LIVING SHORELINE DEMONSTRATION

PROJECT, ENVIRONMENTAL EDUCATION AREA"

MIN EMBED: 19'

PILE HEAD EL: +8' NAVD88

N: 951372.28 E: 954542.66

N: 951339.56 E: 954616.50

N: 951317.68 E: 954693.12

N: 951307.06 E: 954761.29

N: 951303.50 E: 954853.42

N: 951291.70 E: 954934.66

MHW

MHW

MHW

FOOT WASHING STATION

ARTIFICIAL REEF AT BASE OF

SELECT PILES (TYP)

VARIES

5' (TYP)

2H:1V1.5H:1V

LANDWARD WATERWARD

APPROXIMATE

EXISTING GRADE

ARMOR STONE

BANK AND SHORE

MEDIAN WEIGHT, W50 = 990 LBS BEDDING STONE (12" THICK)

GEOTEXTILE FABRIC WITH

STRUCTURAL GEOGRID WRAPPED 4'

MIN BENEATH TOE PROTECTION

STONE

MHW: +0.01'

MLW: -1.93'

CREST EL. +2.5'

TOE PROTECTION STONE TO COVER FABRIC TOE PROTECTION STONE TO

COVER FABRIC

3' MIN

CONTRACTOR SHALL NOT IMPACT

EXISTING SEAGRASS

CONTROL POINT

BREAKWATER

CENTERLINE

5' (TYP)

APPROXIMATE

CONSTRUCTION TOE VARIES

BREAKWATER CREST

EL. +2.5' NAVD88 (TYP)

2H:1V

WATERWARD

SLOPE

1.5H:1V

LANDWARD

SLOPE

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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RIVER SHORELINE

PROTECTION BID

OPTION #2

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ENGINEERING, INC.

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

N

VIEWNUMBER

NOT TO SCALE

TYPICAL BREAKWATER PLAN DETAIL

VIEWNUMBER

TYPICAL BREAKWATER CROSS-SECTION

N: 951453.69 E: 955846.54

N: 951491.94 E: 955846.42

N: 951514.36 E: 955827.86

N: 951556.00 E: 955840.00

N: 951561.09 E: 955849.27

N: 951685.66 E: 955889.46

N: 951704.82 E: 955889.81

N: 951720.00 E: 955894.58

N: 951734.18 E: 955899.61

N: 951751.17 E: 955905.76

N: 951771.97 E: 955912.92 N: 951791.21

E: 955915.02

N: 951810.86 E: 955917.95

N: 951830.06 E: 955922.11

N: 951854.74 E: 955939.17 N: 951988.28

E: 956015.95

N: 952010.10 E: 956026.55

N: 951597.58 E: 955861.97

N: 951587.01 E: 955861.55

N: 951576.84 E: 955858.75

N: 951567.65 E: 955853.52

FREE-STANDING BLOCK WALL

STEEL SHEET PILE WALL WITH CONC CAP

M

AT

C H

LI

N

E A

L=43.35' Δ=98.090 R=25.32'

L=35.58' Δ=119.713

R=17.03'

S61.229795W 10.57'

S29.660003W 10.57'

S2.250534W 10.57'

S1.038292W 19.17'

S19.000000W 15.00'

S19.000000W 22.00'

S8.307188W 20.00'

S34.644761W 30.00'

S25.904977W 24.26'

L=33.47 Δ=47.074 R=40.74

L=156.07 Δ=44.635 R=200.34

L=30.66 Δ=58.451 R=30.06

N: 952018.78 E: 955969.05

N: 952033.07 E: 955998.24

N: 952175.03 E: 956052.99

N: 952200.96 E: 956039.22

BREAKWATER 5

BREAKWATER 6

BREAKWATER 7

BREAKWATER 8

BREAKWATER 9

BREAKWATER 10 BREAKWATER 11

BREAKWATER 12

BREAKWATER 13

BREAKWATER 14

BREAKWATER 15

TIMBER PILE (TYP)

MIN EMBED 19'. PILE HEAD EL. +8'

M

AT

C H

LI

N

E A

C

AT

O 'S

B R

ID

G

EMHW

MHW

L=17.00' Δ=9.605 R=101.41'

L=41.89 Δ=40.061 R=59.92

L=91.68 Δ=104.978

R=50.04

N62.642314E 80.64'

L=52.15 Δ=59.054 R=50.60

L=81.20 Δ=23.710 R=196.21 L=93.95

Δ=31.192 R=172.58

L=55.06 Δ=90.079 R=35.02

N4.123384W 191.90' L=107.34 Δ=34.161 R=180.03

L=30.66 Δ=58.451 R=30.06

N: 952927.42 E: 956142.08

N: 952873.65 E: 956087.92

N: 952886.74 E: 956113.23

N: 952783.41 E: 956070.43

N: 952770.49 E: 956109.39

N: 952825.49 E: 956097.52

N: 952855.08 E: 956101.71

R 10.0'

R10.0' N: 952686.15 E: 956115.47

N: 952583.58 E: 956089.71N: 952561.66

E: 956094.44 N: 952546.17 E: 956101.39

N: 952520.01 E: 956111.15N: 952427.35

E: 956106.10

N: 952347.14 E: 956097.99

N: 952311.29 E: 956088.92

N: 952280.37 E: 956050.19

N: 952862.75 E: 956067.80

10' RADIUS DESIGN CREST CENTERLINE (TYP)

3' MINIMUM SETBACK FROM EXISTING

MANGROVES. CONTRACTOR SHALL NOT

IMPACT EXISTING MANGROVES

EXISTING MANGROVE (TYP)

EXISTING MANGROVE (TYP)

REVETMENT 1

(COVE BEACH REVETMENT)

BREAKWATER 16

BREAKWATER 17

BREAKWATER 18

BREAKWATER 19

BREAKWATER 20 BREAKWATER 21

BREAKWATER 22

BREAKWATER 23

3' MINIMUM SETBACK FROM EXISTING

MANGROVES. CONTRACTOR SHALL NOT

IMPACT EXISTING MANGROVES.

TYPICAL FOR ALL. TIMBER PILE (TYP)

MIN EMBED 19'. PILE HEAD EL. +8'

TIMBER PILE (TYP)

MIN EMBED 19'. PILE HEAD EL. +8'

VARIES

5' (TYP)

2H:1V1.5H:1V

LANDWARD WATERWARD

APPROXIMATE

EXISTING GRADE

ARMOR STONE

BANK AND SHORE

MEDIAN WEIGHT, W50 = 990 LBS BEDDING STONE (12" THICK)

GEOTEXTILE FABRIC WITH

STRUCTURAL GEOGRID WRAPPED 4'

MIN BENEATH TOE PROTECTION

STONE

MHW: +0.01'

MLW: -1.93'

CREST EL. +2.5'

TOE PROTECTION STONE TO COVER FABRIC TOE PROTECTION STONE TO

COVER FABRIC

3' MIN

CONTRACTOR SHALL NOT IMPACT

EXISTING SEAGRASS

CONTROL POINT

BREAKWATER

CENTERLINE

5' (TYP)

APPROXIMATE

CONSTRUCTION TOE VARIES

BREAKWATER CREST

EL. +2.5' NAVD88 (TYP)

2H:1V

WATERWARD

SLOPE

1.5H:1V

LANDWARD

SLOPE

VARIES

5' (TYP)

1.5H:1V

LANDWARD WATERWARD

APPROXIMATE

EXISTING GRADE

ARMOR STONE (TYP)

BANK AND SHORE

MEDIAN WEIGHT, W50 = 990 LBS

BEDDING STONE (12" THICK) (TYP)

GEOTEXTILE FABRIC WITH

STRUCTURAL GEOGRID WRAPPED 4'

MIN BENEATH TOE PROTECTION

STONE (TYP)

MHW: +0.01'

MLW: -1.93'

CREST EL. +3.0'

TOE PROTECTION STONE TO COVER FABRIC

1.5H:1V

1.5H:1V 1.5H:1V 1:1

1:1

VARIES

(3' MIN

5' MAX)

VARIES

(3' MIN

5' MAX)CREST EL. +2.5' (TYP)

COVE BEACH SHORELINE REVETMENT

COVE BEACH BREAKWATER (TYP)

VARIES

VARIES

EXISTING SEAGRASS

3' MIN

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

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SHORELINE

PROTECTION BID

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TYPICAL BREAKWATER PLAN DETAIL

VIEWNUMBER

NOT TO SCALE

TYPICAL BREAKWATER CROSS-SECTION

VIEWNUMBER

SCALE: 1" = 6'

TYPICAL COVE BEACH CROSS-SECTIONA

6'

A

GENERAL SHEET NOTE:

PORTIONS OF EXISTING MANGROVES CONFLICT WITH PROPOSED ROCK

STRUCTURES. PER PERMIT, THERE IS NO IMPACT TO MANGROVES.

CONTRACTOR SHALL FIELD MODIFY ROCK TEMPLATE AT THESE AREAS

TO AVOID IMPACTS BASED ON OBSERVED MANGROVE LOCATIONS

DURING CONSTRUCTION. NO ROCK SHALL BE PLACED OUTSIDE

IDENTIFIED FOOTPRINTS.

NOTE: CONTRACTOR MAY USE MARINE MATTRESS IN LIEU OF FABRIC AND

BEDDING. PRODUCT INFO AND SHOP DRAWINGS TO BE SUBMITTED DURING

CONSTRUCTION FOR ENGINEERING APPROVAL.

/8

162' - 5 5/8" 50' - 5 5/16"

21' - 11 15/16"

98' - 11 13/16"

(10' MAX)

8' - 0" (TYP)

(10' MAX)

8' - 0" (TYP)

9' - 2 11/16"

9' - 2 11/16"8' - 0" (TYP) (10' MAX)

8' - 0" (TYP)

RAMP

RAMP

6.50%

6.50%

MHW

DECK EL: +4' NAVD 88

0+

0+

1+

1+

2+

2+

3+

3+

4+

0+00

1+00

2+00

STA.: 0+98.68

N: 951302.19 E: 955217.73

STA.: 1+43.36

N: 951287.61 E: 955259.96

STA.: 0+00.00

N: 951374.83 E: 955290.06

STA.: 0+00.00

N: 951343.45 E: 955128.09

STA.: 2+61.15

N: 951249.19 E: 955371.31

ADA HANDRAIL LOCATION (TYP)

ADA HANDRAIL LOCATION (TYP)

ADA HANDRAIL LOCATION (TYP)

M

AT

C H

LI

N

E

STA.: 1+71.36

N: 951278.48 E: 955286.43

STA.: 2+03.36

N: 951268.04 E: 955316.68

STA.: 2+11.36

N: 951265.43 E: 955324.24

STA.: 2+43.36

N: 951254.99 E: 955354.49

STA.: 2+00.00

N: 951185.77 E: 955224.82

DECK EL: +6.5' NAVD 88

DECK EL: 8' NAVD 88

FLOATING DOCK AND ALUMINUM GANGWAY

BID OPTION #5

WEST BLUFF STAIRS

SEE SHEET C-19

SHORELINE REVETMENT NOT SHOWN FOR CLARITY

SEE SHEET C-24

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

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CONTROL PLAN BID

OPTION #4

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98' - 11 13/16" 50' - 5 5/16" 24' - 7 11/16"

71' - 0 1/8"

2 3 /16

8 7 /8"

4'

- 1 1 1

/16

EQ

9' - 2 11/16" 9' - 2 11/16"

8'

- 8

7/ 8"

8'

- 0

TY

P)

(10' MAX)

8' - 0" (TYP)

(10 ' M

AX)

8'

- 0

TY

P)

15' - 0 3/4" 4' - 0"

10' - 0"

(10' MAX)8' - 0" (TYP)

MHW

MHW

3+

4+

4+

5+

5+

6+00

6+50

7+00

7+49

0+00

0+75

STA.: 5+07.66

N: 951249.19 E: 955617.82

STA.: 5+78.67

N: 951271.14 E: 955685.36

STA.: 7+49.33

N: 951398.17 E: 955799.32

STA.: 7+21.24

N: 951377.26 E: 955780.56

STA.: 0+00.00

N: 951409.44 E: 955744.42

STA.: 0+75.00

N: 951359.56 E: 955800.43

ADA HANDRAIL LOCATION (TYP)

ADA HANDRAIL LOCATION (TYP)

M

AT

C H

LI

N

E

EAST BLUFF STAIRS

SEE SHEET C-19

SHORELINE REVETMENT NOT SHOWN FOR CLARITY

SEE SHEET C-24

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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A

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ACCESS STAIRS

CONTROL PLAN BID

OPTION #4

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DECK EL: 4.00' NAVD88 DECK EL: 6.00' NAVD88

DECK EL: 8.00' NAVD88

32'-0"

6.5% 6.5%

32'-0"8'-0"

APPROXIMATE EXISTING GRADE

AT BOARDWALK CENTERLINE

TIMBER RAILING (TYP)

TIMBER ADA DROP-DOWN RAILING (TYP)

CROSS-BRACING EACH (TYP)

M

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DECK EL: 4.00' NAVD88

SMOOTH TRANSITION TO EXISTING FOOTPATH

CONC FOOTER

MIN. TIP EL. -27' NAVD88

REQUIRED ULTIMATE BEARING CAPACITY: 15 TONS

MHW

DECK EL: 8.00' NAVD88DECK EL: 8.00' NAVD88

APPROXIMATE EXISTING GRADE

AT BOARDWALK CENTERLINE

CROSS-BRACING EACH BENT (TYP)

TIMBER RAILING (TYP)

TIMBER ADA DROP-DOWN RAILING (TYP)

M

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MIN. TIP EL. -27' NAVD88

REQUIRED ULTIMATE BEARING CAPACITY: 15 TONS

MHW

DECK EL: 4.00' NAVD88

ALUMINUM GANGWAY CONCRETE FLOATING DOCK AND

GANGWAY (BID OPTION #5)

CONCRETE PILE (TYP)

DECK EL: 11.00' NAVD88

DECK EL: 21.50' NAVD88

SMOOTH TRANSITION TO EXISTING GRADE

APPROXIMATE EXISTING GRADE

10'-6"

7'-0"

15'-11" 10'-9 1/2"

CONC FOOTER

APPROXIMATE EXISTING GRADE

DECK EL: 17.92' NAVD88

DECK EL: 8.00' NAVD88

SMOOTH TRANSITION TO EXISTING GRADE

9'-11"

15'-0 9/16"

CONC FOOTER

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

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ELEVATIONS BID

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EAST BLUFF STAIR SIDE ELEVATION

15'0

VIEWNUMBER

SCALE: 1" = 15'

WEST BLUFF STAIR SIDE ELEVATION

15'

VIEWNUMBER

SCALE: 1" = 15'

WATERFRONT BOARDWALK ELEVATION

15'

NOTE: ALL PILES TO BE HDPE WRAPPED

NOTE: STAIR PILE MIN EMBED 15'. DOES NOT INCLUDE BOARDWALK PILES. NOTE: STAIR PILE MIN EMBED 15'. DOES NOT INCLUDE BOARDWALK PILES.

3X10 PILE CAP (TYP)

2X10 JOIST (TYP)

(6) 10D SS NAILS DRIVEN FROM LAPSIDE

EVENLY SPACED, MIN 2" FROM ALL SIDES

(EVERY BUTT SPLICE)

(TYP)17 1/8"

(TYP)16 7/8"

BOARD (TYP)

16" 2X10 LAP

2x8 TOE PROTECTION AT ADA HANDRAIL LOCATIONS (TYP)

HARDWARE NOT SHOWN FOR CLARITY, SEE DETAIL

9' - 2 11/16" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 2 11/16"

32' - 0"

EQ EQ

8'

0" 6'

8"

(2) 5/8"⌀ THRU-BOLT (TYP)

(2) 16' LONG 2X10 EXTERIOR

JOISTS. STAGGER JOINTS

4X6 TIMBER HANDRAIL POST (TYP)

HANDRAIL NOT SHOWN FOR CLARITY 1/2"⌀ 316 SS BOLTS (2 ROWS) @

BOTH SIDES OF JOINT

(2) 3/4"⌀ THRU-BOLT (TYP)

2X10 BLOCKING

EVERY 4' (TYP)

EXTEND PILE CAP

TO SUPPORT 4X10

EXTERIOR JOIST

SIMPSON H8 SS

HURRICANE TIE

EACH JOINT

4X10 EXTERIOR JOIST

4X10 EXTERIOR JOIST

EXTEND PILE CAP

TO SUPPORT 4X10

EXTERIOR JOIST

EXTEND PILE CAP TO SUPPORT

4X10 EXTERIOR JOIST

EXTEND PILE CAP TO SUPPORT

4X10 EXTERIOR JOIST

EQ EQ EQ EQFRP MESH DECKING

THROUGHOUT. SEE DETAIL

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

NOTE 1: 1/4" THICK INTERIOR CONNECTION PLATE HDG.

CONNECT JOISTS WITH (2) 1/2"⌀ 316 SS CARRIAGE

BOLT (EACH JOIST)

6'

8"

6'

8"

3X10 PILE CAP (TYP)

2X10 JOIST (TYP)

(6) 10D SS NAILS DRIVEN FROM LAPSIDE

EVENLY SPACED, MIN 2" FROM ALL SIDES

(EVERY BUTT SPLICE)

(2) 5/8"⌀ 316 SS THRU-BOLT (TYP)

(2) 16' LONG 2X10 EXTERIOR

JOISTS. STAGGER JOINTS

4X6 TIMBER HANDRAIL POST (TYP)

1/2"⌀ 316 SS BOLTS (2 ROWS) @

BOTH SIDES OF JOINT

(2) 3/4"⌀ 316 SS THRU-BOLT (TYP)

2X10 BLOCKING

EVERY 4' (TYP)

SIMPSON H8 SS

HURRICANE TIE

EACH JOINT

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

6'

8"

HANDRAIL, SEE DETAIL

1" THICK FRP MESH DECKING

(DECK EL. VARIES)

2x10 JOIST (TYP) 2x10 BLOCKING (TYP)

3X10 PILE CAP

1"⌀ THRU-BOLT (TYP)

4X4 BLOCKING

3X8 TIMBER CROSS-BRACING

12"⌀ HDPE-WRAPPED TIMBER PILE (TYP)

SIMPSON H8SS HURRICANE CLIPS EACH DECK JOIST AND STAIR JOIST

DAP PILE

3/4"⌀ THRU-BOLT (TYP)

5/8"⌀ THRU-BOLT (TYP)

/4

HDPE WRAP (TYP)

EXISTING GRADE VARIES

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

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OPTION #4

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TYPICAL BOARDWALK WIDENER PLAN DETAIL

2'

VIEWNUMBER

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TYPICAL BOARDWALK PLAN DETAIL

2' 0

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL BOARDWALK CROSS-SECTIONF5

2'

F5

C-20

A1

C-21

8' - 0"8' - 0"

8' - 0" 8' - 0"

4x12 PILE CAP (TYP)

2X10 JOIST (TYP)

(6) 10D SS NAILS DRIVEN FROM LAPSIDE

EVENLY SPACED, MIN 2" FROM ALL SIDES

(EVERY BUTT SPLICE)

2x8 TOE PROTECTION AT ADA

HANDRAIL LOCATIONS (TYP)

HARDWARE NOT SHOWN FOR

CLARITY, SEE DETAIL (2) 5/8"⌀ THRU-BOLT (TYP)

(2) 16' LONG 2X10 EXTERIOR

JOISTS. STAGGER JOINTS

4X6 TIMBER HANDRAIL POST (TYP)

HANDRAIL NOT SHOWN FOR CLARITY

1/2"⌀ 316 SS BOLTS (2 ROWS) @

BOTH SIDES OF JOINT

(2) 3/4"⌀ THRU-BOLT (TYP)

2X10 BLOCKING

EVERY 4' (TYP)

SIMPSON H8 SS HURRICANE

TIE EACH JOINT

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

4'

2" 5'

1/ 2"

5'

1/

2"

3X10 PILE CAP (TYP)

2X10 BLOCKING

EVERY 4' (TYP)

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

FRP MESH DECKING

THROUGHOUT. SEE DETAIL

SEE TYPICAL

FRAMING PLAN

ALUMINUM

GATE

ALUMINUM GANGWAY (BID OPTION #5)

(NOT SHOWN FOR CLARITY)

SEE TYPICAL

FRAMING PLAN

SEE TYPICAL

FRAMING PLAN

4X12 WITH 1"⌀ 316 SS THRU-BOLTS

3X10 CAP WITH 3/4"⌀ 316 SS THRU-BOLTS

(2) 5/8"⌀ THRU-BOLT (TYP)

(2) 3/4"⌀ THRU-BOLT (TYP)

HANDRAIL, SEE DETAIL

1" THICK FRP MESH DECKING

2x10 JOIST (TYP)

2x10 BLOCKING (TYP)

3X10 PILE CAP

1"⌀ THRU-BOLT (TYP)

4X4 BLOCKING

3X8 TIMBER CROSS-BRACING

12"⌀ HDPE-WRAPPED TIMBER PILE (TYP)

SIMPSON H8SS HURRICANE CLIPS EACH DECK JOIST AND STAIR JOIST

DAP PILE

3/4"⌀ THRU-BOLT (TYP)

5/8"⌀ THRU-BOLT (TYP)

16' - 0"

+8.0 NAVD 88

6' - 8" 8' - 0"

ADA HANDRAIL, SEE DETAIL

6" MAX

/4

3'

0"

HDPE WRAP (TYP)

EXISTING GRADE VARIES

HANDRAIL, SEE DETAIL

1" THICK FRP MESH DECKING

2x10 JOIST (TYP)

2x10 BLOCKING (TYP)

4X10 PILE CAP (CANTILEVER)

1"⌀ THRU-BOLT (TYP)

4X4 BLOCKING

3X8 TIMBER CROSS-BRACING

12"⌀ HDPE-WRAPPED TIMBER PILE (TYP)

SIMPSON H8SS HURRICANE CLIPS EACH DECK JOIST AND STAIR JOIST

DAP PILE

3/4"⌀ THRU-BOLT (TYP)

16' - 0"

5' - 5 1/2" 5' - 5 1/2"

53"

/4

+8.0 NAVD 88

5/8"⌀ THRU-BOLT (TYP)

HDPE WRAP (TYP)

EXISTING GRADE VARIES

DESIGNED

DRAWN

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SHEET TITLE

SHEET OF

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BOARDWALK PLAN

DETAILS BID

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10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

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SEAL

TAYLOR

ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL BOARDWALK CANTILEVER PLAN DETAIL

2'

VIEWNUMBER

SCALE: 1" = 2'

BOARDWALK GANGWAY ACCESS PLAN DETAIL

2'

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL BOARDWALK WIDENER CROSS-SECTIONA1

2' 0

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL CANTILEVER BOARDWALK CROSS-SECTIONA5

2'

A5

C-21

A4

C-22

A1

C-22

EXTEND PILE CAP TO GANGWAY

SUPPORT BENT. SEE GANGWAY

CONNECTION PILE CAP PLAN

DETAIL, SHEET C-22

SIMPSON LSCSS EACH STAIR STRINGER.

CONTRACTOR SHALL INSTALL LSCSS HANGERS

WITH 10D NAILS (3") TO PENETRATE NAILS INTO

BOTH OUTSIDE 2X10 JOISTS

4X6 HANDRAIL POST (TYP FOR ALL)

1" THICK FRP MESH DECKING

(3) 2x6 MIDDLE RAILS

STANDARD UPPER HANDRAIL RAIL ASSEMBLY (2X10

COMPOSITE HANDRAIL OR ENGINEER APPROVED EQUIVALENT,

2X8 UPPER EXTERIOR AND INTERIOR TIMBER RAIL)

SEE TYPICAL HANDRAIL DETAIL

1/2"∅ CARRIAGE BOLT ON RAILING (TYP)

ALUMINUM GRAB RAIL FULL LENGTH OF HANDRAIL

(NOT SHOWN)

SIMPSON H8SS HURRICANE TIE EVERY STRINGER (TYP)

3X10 PILE CAP

GRATED COMPOSITE OR APPROVED EQUIVALENT STAIR

TREADS WITH MIN 40% OPEN AREA INSTALLED PER

MANUFACTURER RECOMMENDATIONS

2X12 STAIR STRINGER

SIMPSON H8SS HURRICANE TIE EVERY STRINGER (TYP)

8"∅ HDPE-WRAPPED INTERMEDIATE TIMBER PILE

8"∅ HDPE-WRAPPED TIMBER PILE

3X10 PILE CAP

3X10 PILE CAP

8"∅ HDPE-WRAPPED TIMBER PILE

3X10 PILE CAP

HANDRAIL POST BLOCKING (TYP)

3/4"⌀ SS THRU-BOLT (TYP)

2" G

AP

(T

YP

HDPE WRAP (TYP)

2x12 STAIR STRINGER

GRATED COMPOSITE OR APPROVED

EQUIVALENT STAIR TREADS WITH MIN

40% OPEN AREA INSTALLED PER

MANUFACTURER RECOMMENDATIONS

10 1/4"

7"

11 1/4"

UPPER LANDING

UPPER LANDING

FRP MESH DECKING NOT

SHOWN FOR CLARITY

LOWER LANDING

FRP MESH DECKING NOT

SHOWN FOR CLARITY

TREADS NOT SHOWN FOR CLARITY

STAIR FLIGHT (LENGTH VARIES)

4X6 HANDRAIL POST MID-BENT AS

REQUIRED (5' MAX SPACING)

4X6 HANDRAIL POST

6'

0"

3X12 EXTERIOR AND CENTER STAIR STRINGER3X10 EXTERIOR STAIR JOIST

316 SS HANDRAIL BOLT (TYP)

3/4"⌀ 316 SS CAP BOLT (TYP)

FASTEN STAIR STRINGER

TO CAP WITH LSCSS

SIMPSON HANGER (TYP)

2X12 STAIR STRINGER (TYP)

" M

AX

4'

8"

60' LONG AL GANGWAY.

CONTRACTOR TO SUBMIT SHOP

DRAWINGS AND CALCULATIONS

SUBJECT TO ENGINEER APPROVAL.

4X6 TIMBER RAILING POST

12"⌀ HDPE-WRAPPED SP PILE (TYP)

4X12 SP NO.1 WITH (2)

1"⌀ 316 SS THRU-BOLTS

(B8M CLASS II)

RAILING NOT SHOWN FOR CLARITY

1" THICK FRP MESH DECKING

EXTEND PILE CAP

(SEE CAP PLAN DETAIL, THIS SHEET)

2X10 NO.2 SP JOIST (TYP)

3X10 CAP (BEYOND)

3X10 CROSS-BRACE (TYP)

3/4"⌀ THRU-BOLT (TYP)

SIMPSON H8 SS HURRICANE TIE EACH JOIST (TYP)

EXISTING GRADE

EXTEND CAP AS SHOWN (TYP)

TRIM CAP AS SHOWN (TYP)

4X12 LEDGER

3X10 CAP

RAILING POST (TYP)

/1 6"

56"

81"

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

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BOARDWALK

DETAILS BID

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10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

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SEAL

TAYLOR

ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL STAIR PLAN DETAIL

2'

VIEWNUMBER

SCALE: 1" = 2'

TYPICAL STAIR ELEVATION DETAIL

2'

VIEWNUMBER

NOT TO SCALE

TYPICAL STAIR STRINGER DETAIL

VIEWNUMBER

SCALE: 1" = 2'

GANGWAY CONNECTION CROSS-SECTIONA4

2'

VIEWNUMBER

SCALE: 1" = 10 FT

GANGWAY CONNECTION PILE CAP PLAN DETAILA1

10 FT

3x10 PILE CAP (TYP)

3/4"⌀ 316 SS BOLT (TYP)5/8"⌀ 316 SS BOLT

(TYP) WITH 2"⌀

FENDER WASHER

BOTH SIDES

2X6 RAIL (TYP)

2X8 INTERIOR AND EXTERIOR RAIL

2X10 COMPOSITE HANDRAIL

4X6 HANDRAIL

POST (TYP)

1" THICK FRP MESH DECKING

2X10 EXTERIOR

JOIST

HDPE-WRAPPED PILE (TYP)

CROSS-BRACING NOT

SHOWN FOR CLARITY

1/2"⌀ 316 SS THRU-BOLT

(TYP)

ADA DROP-DOWN

2X8 TOE…