BLM_JILONA_Shoreline_Stabilzation_Construction_Drawings_Amd_3_0003.pdf
PDF 38 MB Posted
- Attached to
- JILONA Shoreline Stabilization
- Solicitation number
- 140L0624R0042
About this file
This document appears to be a set of construction drawings for the JILONA Shoreline Stabilization project, which is a federal contract opportunity with Solicitation Number 140L0624R0042. The project is being solicited by the Department of the Interior Bureau of Land Management National Office, a civilian federal agency.
The drawings provide technical details and specifications for the shoreline stabilization construction services required under this contract. Key details include the scope of work, which involves construction activities to stabilize the shoreline. The drawings appear to be an amendment to the original solicitation, as indicated by the "Amd 3" designation in the file name. No additional details are provided regarding response dates, award information, pricing terms, set asides, or incumbents.
View the file
Other files
Show all 27
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
C-1C2021-084
JULY 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
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-T itl e Sh ee t.d w g
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 GRADING PLAN BASE BID
C-8 RETAINING WALL CROSS-SECTIONS BASE BID
C-9 RETAINING WALL DETAILS BASE BID
C-10 RETAINING WALL DETAILS BASE BID
C-11 ADA PATHWAY BID OPTION #1
C-12 ADA PATHWAY PROFILES AND CROSS-SECTIONS BID OPTION #1
C-13 PAVILION BID OPTION #1
C-14 PAVILION BID OPTION #1
C-15 PAVILION BID OPTION #1
C-16 LOXAHATCHEE RIVER SHORELINE PROTECTION BID OPTION #2
C-17 INTRACOASTAL WATERWAY SHORELINE PROTECTION BID OPTION #3
C-18 TIMBER BOARDWALK AND ACCESS STAIRS CONTROL PLAN BID OPTION #4
C-19 TIMBER BOARDWALK AND ACCESS STAIRS CONTROL PLAN BID OPTION #4
C-20 TIMBER BOARDWALK AND ACCESS STAIRS ELEVATIONS BID OPTION #4
C-21 TIMBER BOARDWALK PLAN DETAILS BID OPTION #4
C-22 TIMBER BOARDWALK PLAN DETAILS BID OPTION #4
C-23 TIMBER BOARDWALK DETAILS BID OPTION #4
C-24 TIMBER BOARDWALK DETAILS BID OPTION #4
C-25 TIMBER BOARDWALK REVETMENT BID OPTION #4
C-26 TIMBER BOARDWALK REVETMENT CROSS-SECTIONS BID OPTION #4
C-27 FLOATING DOCK PLAN AND ELEVATION BID OPTION #5
C-28 NORTH INTRACOASTAL WATERWAY SHORELINE PROTECTION BID OPTION #6
C-29 EROSION CONTROL DETAILS
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
GENERAL NOTES
C-2
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:0
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-N ot es .d w g
JBB
AF
KAK
KRC
JULY 2024
PR
O
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
PROJECT NO C2021-084
JONATHAN B. BRUMFIELD P.E.#92397
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
JU
PI
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
GENERAL NOTES
C-3
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:0
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-N ot es .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
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
L W
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
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
PROJECT
OVERVIEW
C-4
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:3
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P ro je ct
O ve rv ie w .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
62 6364
666768
78 79
CLEARING AND GRUBBING LIMITS (TYP)
UPLAND ALIGNMENT OF PROPOSED CLEARING AND
GRUBBING LIMITS SHALL INCLUDE A SILT FENCE FOR
EROSION CONTROL AND GOPHER TORTOISE
EXCLUSION.
CLEAR AND GRUB TO MEAN HIGH WATER (TYP)
ACCESS ROAD
STOCK PILE AREA.
AT THE END OF CONSTRUCTION,
CONTRACTOR SHALL EVENLY SPREAD
FILL ACROSS THIS AREA AND APPLY SEED
ACCESS CORRIDORCLEARING AND GRUBBING LIMITS (TYP)
UPLAND ALIGNMENT OF PROPOSED CLEARING AND
GRUBBING LIMITS SHALL INCLUDE A SILT FENCE FOR
EROSION CONTROL AND GOPHER TORTOISE
EXCLUSION.
93 94
95 96
97 98
99 100
102 103
106 107
108 109
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
A
B
C
D
E
F
G
H
CLEARING AND
GRUBBING PLAN
C-5
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:2
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-C le ar in g an d G ru bb in g.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
160' 320'80'
22X34: 1" = 80' 11X17: 1" = 160'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N
NOTES:
1. DISTURBANCE TO GOVERNMENT-SPECIFIED SPECIMEN TREES SHOULD BE
AVOIDED
2. IF THE CONTRACTOR DECIDES THAT DUE TO CONSTRUCTION METHODOLOGY
GOVERNMENT-SPECIFIED SPECIMEN TREES WILL BE DISTURBED, THEN THE
CONTRACTOR WILL PRESERVE THE SPECIMEN TREE AT A TEMPORARY ON-SITE
LOCATION AND REPLANT FOLLOWING CONSTRUCTION (BUDGET FOR 10 TREES)
2.1. CONSULT WITH A CERTIFIED ARBORIST TO EVALUATE THE TREE'S HEALTH,
DETERMINE RELOCATION METHOD, AND CREATE A DETAILED RELOCATION
PLAN
2.2. BASED ON THE CERTIFIED ARBORIST'S PLAN CAREFULLY EXCAVATE A
SUBSTANTIAL PORTION OF THE ROOT SYSTEM TO MINIMIZE DAMAGE AND
TRANSPORT THE SPECIMEN SPECIES TO A SAFE AREA WITHIN THE
CLEARING AND GRUBBING LIMITS
2.2.1. PER CERTIFIED ARBORIST'S OVERSITE CAREFUL PRUNING OF THE
TREE'S ROOT BALL AND BRANCHES CAN BE CONDUCTED TO AID IN
TRANSPORTATION
2.3. ACCORDING TO THE ARBORIST'S PLAN WATER, FERTILIZE AND MONITOR
THE SPECIMEN TREES HEALTH
2.4. FOLLOWING THE COMPLETION OF CONSTRUCTION RELOCATE THE
SPECIMEN TREES TO GOVERNMENT-SPECIFIED LOCATIONS
2.4.1. PLANTING PIT SHOULD BE PREPARED IN ADVANCE OF RELOCATION AND
BE AT LEAST TWICE THE SIZE OF THE ROOT BALL
2.4.2. FOLLOWING THE CERTIFIED ARBORIST'S PLAN BACKFILL THE PLANTING
PIT WITH SUITABLE SOIL FOR THE SPECIFIC TREE SPECIES, STAKE THE
TREE FOR SUPPORT, MULCH AROUND THE BASE OF THE TREE TO
RETAIN MOISTURE, AND IMPLEMENT A WATER, FERTILIZATION, AND
MONITORING PLAN
NOTE: ALL HATCHED AREAS SHOWN FOR CLEARING AND
GRUBBING ALSO REPRESENT WORK AREAS THAT MAY
BE USED FOR CONSTRUCTION. CONTRACTOR SHALL
MINIMIZE THESE AREAS AS BEST AS PRACTICAL.
(T
YP
INTRACOASTAL WATERWAY SHORELINE
PROTECTION BID OPTION #3 (TYP)
SEE SHEET C-17
UPPER FREE-STANDING BLOCK WALL
TOP EL. 20'
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
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 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
(T
YP
20'
(TYP)
INTRACOASTAL WATERWAY SHORELINE
PROTECTION BID OPTION #3 (TYP)
SEE SHEET C-17
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. 20'
LOWER STEEL SHEET PILE WALL WITH CONC CAP
TOP EL. 10.5'
10' WIDE @ 2%
GRADE FROM
WALL (TYP)
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 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
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
B
C
D
E
F
G
H
RETAINING WALL
BASE BID
C-6
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:1
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-W al l P la n.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
40' 80'20'
22X34: 1" = 20' 11X17: 1" = 40'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N
E5
C-10
(T
YP
INTRACOASTAL WATERWAY SHORELINE
PROTECTION BID OPTION #3 (TYP)
SEE SHEET C-17
UPPER FREE-STANDING BLOCK WALL
TOP EL. 20'
LOWER STEEL SHEET PILE WALL WITH CONC CAP
TOP EL. 10.0'
MEAN HIGH WATER
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+
LOWER SHEET PILE WALL CENTERLINE
5.0'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
MEAN HIGH WATER
SMOOTH TRANSITION
TO EXISTING GRADE
222468
FENCE (TYP)
(T
YP
20'
(TYP)
INTRACOASTAL WATERWAY SHORELINE
PROTECTION BID OPTION #3 (TYP)
SEE SHEET C-17
MEAN HIGH WATER
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
N: 952269.40 E: 955973.41
LOWER SHEET PILE WALL CENTERLINE
5.
0'
N: 952232.07 E: 955964.58
N: 952248.45 E: 955971.56
UPPER FREE-STANDING BLOCK WALL
TOP EL. 20'
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
9.2'
(TYP)
SMOOTH TRANSITION
TO EXISTING GRADE
SMOOTH TRANSITION
TO EXISTING GRADESMOOTH TRANSITION
TO EXISTING GRADE
6812141618
FENCE (TYP)
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
GRADING PLAN
BASE BID
C-7
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-W al l P la n G ra di ng .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
40' 80'20'
22X34: 1" = 20' 11X17: 1" = 40'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N
WALL GRADING EARTHWORKS
CUT: 4,440 CY
FILL: 680 CY
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
AT
IO
N
IN
F
EE
T
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
H
RETAINING WALL
CROSS-SECTIONS
BASE BID
C-8
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-W al l C ro ss S ec tio ns .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
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
APPROXIMATE FINAL GRADE
CONCRETE CAP
TOP OF CAP EL. +10.5 NAVD88
FINAL GRADE
POST AND ROPE ALONG ENTIRE WALL LENGTH
20.0'
CL
TIMBER 4X4 POST (PT) 6' MAX SPACING
EMBED 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)
BOTTOM OF DRAIN EL. +4.5' NAVD88
NZ19 STEEL SHEET PILE ASTM A572 GR 60
UPPER 20' COATED WITH MACROPOXY SYSTEM
646 BOTH SIDES (SEE SPECIFICATIONS).
ZINC PRIMER FULL LENGTH, BOTH SIDES. COLOR
SPECIFIED BY OWNER18"
1"Ø WEEP HOLE
EL. +3.0' NAVD88 @ EACH SHEET PILE WEB
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.
0'
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.
INTENT IS TO REUSE EXISTING BACKFILL. BACKFILL
SHALL BE FREE OF DEBRIS, STICKS GREATER THEN
1" IN DIAMETER, AND ORGANICS.
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)
GRASSING (SEED) (TYP)
30' CLEARING LIMITS
THREADED BAR
THREADED BAR
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.
INTENT IS TO REUSE EXISTING BACKFILL. BACKFILL
SHALL BE FREE OF DEBRIS, STICKS GREATER THEN
1" IN DIAMETER, AND ORGANICS.
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)
SHEET PILE TIP EL: -20' NAVD88
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
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:0
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-W al l D et ai ls
.d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
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
(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" STEEL PLATE GR50
1-1/2" CHAMFER (TYP)
NZ19 STEEL SHEET PILE ASTM A572 GR 60
UPPER 20' COATED WITH COAL-TAR
EPOXY (BOTH SIDES)
ZINC PRIMER FULL LENGTH (BOTH SIDES)
5,500 PSI REINFORCED CONC
PILE CAP BROOM FINISH TOP
HELICAL ANCHOR ROD
RIGHT-HAND THREADED BAR.
DYWIDAG B26E 150 KSI
1-3/8" THREADED BAR
GRADE150 HDG
20.00°
32"
9 1/4"
9"
#4 @ 10" STIRRUP
#4
0"
S
TI
R R
U P
(5) #6
(5) #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)
(5) #6 W/ STD 90 DEG HOOK
LAP WITH MAIN REINF
LAP WITH MAIN REINF
LAP WITH MAIN REINF
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. INSTALL EXPANSION JOINTS @ 75' ON
CENTER MAX. LOCATE EXACTLY HALFWAY BETWEEN ANCHOR RODS. SUBMIT
LOCATIONS FOR ENGINEER APPROVAL.
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
S1
SIMPSON LSCSS EACH STAIR STRINGER.
CONTRACTOR SHALL INSTALL LSCSS HANGERS
WITH 316 SS 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)
(2X10 CAP BOARD NOT SHOWN)
GRATED COMPOSITE OR APPROVED EQUIVALENT STAIR
TREADS WITH MIN 40% OPEN AREA INSTALLED PER
MANUFACTURER RECOMMENDATIONS
3X12 STAIR STRINGER (EXTERIOR
AND CENTER)
2X12 STAIR STRINGER (ALL OTHER)
SIMPSON H8SS HURRICANE
TIE EVERY STRINGER (TYP)
10"∅ INTERMEDIATE
TIMBER PILE
3X10 PILE CAP
10"∅ TIMBER PILE
3X10 PILE CAP (TYP)
HANDRAIL POST BLOCKING (TYP)
3/4"⌀ SS THRU-BOLT (TYP)
3X10 PILE CAP (TYP)
2" G
AP
(T
YP
TOP OF FREE-STANDING BLOCK
WALL OR CONCRETE CAP
APPROXIMATE FINAL GRADE
PILE EMBEDMENT 13'
3x8 CROSS-BRACE (TYP)
3x8 CROSS-BRACE (TYP)
TOP OF FREE-STANDING BLOCK WALL
OR CONCRETE CAP
HANDRAIL OUTLINE (TYP)
TIMBER HANDRAIL POST (TYP)
HANDRAIL OUTLINE
(TYP)
3X12 STRINGER
3X12 STRINGER
2X12 STRINGER
INTERMEDIATE BENT LOWER LANDING BENT
UPPER LANDING BENT
4'
7"
5' - 8 1/2"
3'
3/
8"
2X10 JOIST (TYP) SIMPSON H8SS HURRICANE CLIPS EACH
DECK JOIST AND STAIR JOIST (TYP)
6"
5' - 11 1/4"
5'
5'
1/
2"
3X10 PILE CAP3X10 PILE CAP
2X10 STRINGER (TYP)
BLOCKING (TYP)
SIMPSON LUS210SS HANGER (TYP). CONTRACTOR TO NOTCH
BLOCK WALL AS NECESSARY TO ACCOMODATE FLUSH
MOUNT. INSTALL WITH CONCRETE ANCHOR SCREWS.
BLOCKING (TYP)
PLAN VIEW
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-10
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:4
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-W al l D et ai ls
.d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
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
VIEWNUMBER
SCALE: 1" = 2'
TYPICAL RETAINING WALL STAIR DETAILE5
2'
0+00
1+
1+
0+00
1+002+00 2+95
L1
L2
C1
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
4'
8'
8'8'
0+00
0+50
1+00
1+30
0+
0+
1+
1+
2+
2+
2+
PAVILION
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)
4' WIDE STABILIZED PATH
TO EXISTING WALKWAY
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
4' WIDE 4" THICK CONCRETE
SIDEWALK WITH FIBERMESH AT 3
LB/CY. SAW CUTS (1/3 DEPTH) EVERY
4' AND 1/2" EXPANSION JOINTS
EVERY 40 FEET.
FOOT WASHING STATION
CONCRETE/STABILIZED PATH
TRANSITION
APPROXIMATE LOCATION OF
2"Ø IRRIGATION LINE (T) FOR
FOOT WASHING STATION
2"Ø SCHEDULE 80 PVC
CONDUIT 18" BELOW GRADE
3:13:1 4'
GRAVEL PATH
6" THICK #87 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)
3:13:1 4'
4" THICK CONCRETE PATH
EXISTING GRADE
COMPACTED SUBGRADE
TRANSITION TO EXISTING GRADE TO
INCLUDE CLEAN FILL AND BAHIA SOD
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
ADA PATHWAY BID
OPTION #1
C-11
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
:1 8:
P
M , X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P at h Pl an .d w g
JBB
AF
KAK
KRC
JULY 2024
PR
O
JE
C
T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
PROJECT NO C2021-084
JONATHAN B. BRUMFIELD P.E.#92397
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
JU
PI
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
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'
STABILIZED PATH TYPICAL CROSS-SECTIONA
2'
A
VIEWNUMBER
SCALE: 1" = 2'
CONCRETE WALKWAY TYPICAL CROSS-SECTIONB
B
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
IO
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
EE
T
DISTANCE IN FEET
1+30
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
ADA PATHWAY
PROFILES AND
CROSS-SECTIONS
BID OPTION #1
C-12
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:2
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P at h Pl an .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
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
/4
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
A
B
C
D
E
F
G
H
PAVILION BID
OPTION #1
C-13
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P av ilio n
St ru ct ur al D et ai ls .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
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-15
E6
C-15
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-13
F2
C-13
F6
C-13
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
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
PAVILION BID
OPTION #1
C-14
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P av ilio n
St ru ct ur al D et ai ls .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
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'
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"
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)
DAP COLUMN
4X12 SP NO.1 ROOF BEAM (TYP)
4X10 SP
NO.1 (TYP)
12X12 SP NO.1 TIMBER COLUMN
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
(2) 3/4"⌀ HDG THRU-
BOLTS (TYP)
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
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
PAVILION BID
OPTION #1
C-15
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-P av ilio n
St ru ct ur al D et ai ls .d w g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
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
NOT TO SCALE
ROOF GABLE TYPICAL DETAIL
N: 951387.6 E: 954547.8
N: 951386.0 E: 954577.8
N: 951385.2 E: 954594.8
N: 951383.6 E: 954624.8
N: 951382.3 E: 954648.7
N: 951381.0 E: 954673.7
N: 951370.4 E: 954809.3
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: 951372.3 E: 954542.7
N: 951339.6 E: 954616.5
N: 951317.7 E: 954693.1
N: 951307.1 E: 954761.3
N: 951303.5 E: 954853.4
N: 951291.7 E: 954934.7
MHW
MHW
MHW
FOOT WASHING STATION
(BID OPTION #1)
ARTIFICIAL REEF AT BASE OF
SELECT PILES (TYP)
VARIES
5' (TYP)
2H:1V1.5H:1V
LANDWARD WATERWARD
APPROXIMATE
EXISTING GRADE
ARMOR STONE
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
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
LOXAHATCHEE
RIVER SHORELINE
PROTECTION BID
OPTION #2
C-16
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:4
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-S ho re P ro te ct io n.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
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: 951453.7 E: 955846.5
N: 951491.9 E: 955846.4
N: 951514.4 E: 955827.9
N: 951556.0 E: 955839.3
N: 951561.1 E: 955848.5
N: 951685.7 E: 955888.7
N: 951704.8 E: 955889.1
N: 951720.0 E: 955894.0
N: 951734.2 E: 955898.9
N: 951756.7 E: 955907.2
N: 951777.5 E: 955914.3
N: 951800.7 E: 955920.9
N: 951820.5 E: 955923.8
N: 951840.4 E: 955926.3
N: 951866.5 E: 955941.1 N: 951988.3
E: 956015.0
N: 952010.1 E: 956025.6
N: 951597.6 E: 955861.2
N: 951587.0 E: 955860.8
N: 951576.8 E: 955858.0
N: 951567.6 E: 955852.8
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'
S29.644761W 30.00'
S25.904977W 24.26'
L=33.40 Δ=47.834 R=40.01
L=156.19 Δ=44.427 R=201.43
L=28.90 Δ=54.855 R=30.18
N: 952019.1 E: 955968.5
N: 952033.2 E: 955997.7
N: 952175.5 E: 956051.9
N: 952200.3 E: 956039.2
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'
MHW
MHW
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'
N62.642314E 80.64'
L=52.15 Δ=59.054 R=50.60
L=81.07 Δ=23.671 R=196.24 L=94.07
Δ=31.229 R=172.60
L=63.39 Δ=103.724 R=35.02
N3.559489W 191.76' L=110.92 Δ=35.302 R=180.03
L=28.90 Δ=54.855 R=30.18
N: 952927.4 E: 956142.1
N: 952873.7 E: 956087.9
N: 952886.7 E: 956113.2
N: 952770.5 E: 956109.4
N: 952689.8 E: 956114.4
N: 952583.6 E: 956088.9
N: 952561.7 E: 956094.4
N: 952546.2 E: 956101.4
N: 952520.0 E: 956108.8N: 952427.2
E: 956103.7
N: 952347.1 E: 956095.7N: 952311.3
E: 956088.3
N: 952282.3 E: 956041.4
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'
MHW
BRIDGE EASEMENT
FPL SUBAQUEOUS UTILITY CABLE EASEMENT
N: 952874.1 E: 956105.9
VARIES
5' (TYP)
2H:1V1.5H:1V
LANDWARD WATERWARD
APPROXIMATE
EXISTING GRADE
ARMOR STONE
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)
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
-3
-3
-2
-1
1 2 3
-2-2 -1
-11
2 3
-3
-3 -2
-1
-8 .5
-8.
4%
-9.
4%
-10.4%
-18.4%
-11 .5%
Ø2 3.
0'
Ø25.0'
N: 952862.8 E: 956067.8
N: 952873.7 E: 956087.9
N: 952770.5 E: 956109.4
N: 952825.5 E: 956097.5
N: 952855.1 E: 956101.7
1.5H:1V (TYP)
1.5H:1V (TYP)
1.5H:1V (TYP)
N: 952783.4 E: 956070.4
L=91.685 Δ=104.9775
R=50.041
L=41.894 Δ=40.0606 R=59.919
WATERSIDE CREST OF ARMOR STONE
3' MIN ARMOR STONE SETBACK FROM
EXISTING MANGROVES. CONTRACTOR SHALL
NOT IMPACT EXISTING MANGROVES
3' MIN ARMOR STONE SETBACK
FROM EXISTING MANGROVES.
CONTRACTOR SHALL NOT
IMPACT EXISTING MANGROVES
(TIMBER PILES
NOT SHOWN)
EXISTING
MANGROVE
EXISTING
MANGROVE
EXISTING
MANGROVE
(UTILITY CABLE
NOT SHOWN)
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
INTRACOASTAL
WATERWAY
SHORELINE
PROTECTION BID
OPTION #3
C-17
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-S ho re P ro te ct io n.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
N N
VIEWNUMBER
NOT TO SCALE
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.
GRAPHIC SCALE
60' 120'30'
22X34: 1" = 30' 11X17: 1" = 60'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
OBSERVED LOCATION OF UTILITY CABLE
CONTRACTOR SHALL NOT COMPLETE ANY
WORK WITHIN 10-FT OF UTILITY LINE UNTIL
GOVERNMENT DIRECTIVE IN WRITING
VIEWNUMBER
SCALE: 1" = 15'
COVE BEACH GRADING PLAN DETAILB
15'
B
/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-20
SHORELINE REVETMENT NOT SHOWN FOR CLARITY
SEE SHEET C-25
TEST PILE A
TEST PILE B
TEST PILE C TEST PILE D
TEST PILE TABLE
TEST PILE
TEST PILE A
TEST PILE B
TEST PILE C
TEST PILE D
TEST PILE E
TEST PILE F
TEST PILE G
EASTING
955267.77
955255.69
955402.53
955551.96
955679.12
955776.67
955787.78
NORTHING
951303.09
951285.56
951237.86
951237.86
951265.60
951383.90
951373.94
PILE TABLE
STATION PILE TIP EL.
(FT NAVD88)
ULTIMATE
BEARING (TONS)
0+00 TO 4+00 -29 9
4+00 TO 6+00 -33 9
600 TO 7+50 -29 9
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
TIMBER
BOARDWALK AND
ACCESS STAIRS
CONTROL PLAN BID
OPTION #4
C-18
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:0
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-B oa rd w al k
C on tro l P la n.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
30' 60'15'
22X34: 1" = 15' 11X17: 1" = 30'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
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-20
SHORELINE REVETMENT NOT SHOWN FOR CLARITY
SEE SHEET C-25
TEST PILE D
TEST PILE E
TEST PILE F
TEST PILE G
TEST PILE TABLE
TEST PILE
TEST PILE A
TEST PILE B
TEST PILE C
TEST PILE D
TEST PILE E
TEST PILE F
TEST PILE G
EASTING
955267.77
955255.69
955402.53
955551.96
955679.12
955776.67
955787.78
NORTHING
951303.09
951285.56
951237.86
951237.86
951265.60
951383.90
951373.94
PILE TABLE
STATION PILE TIP EL.
(FT NAVD88)
ULTIMATE
BEARING (TONS)
0+00 TO 4+00 -29 9
4+00 TO 6+00 -33 9
600 TO 7+50 -29 9
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
TIMBER
BOARDWALK AND
ACCESS STAIRS
CONTROL PLAN BID
OPTION #4
C-19
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:5
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-B oa rd w al k
C on tro l P la n.
dw g
JBB
AF
KAK
JE
C T
TI
TL
E
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
TE
R
IN
LE
T
LI
G H
TH
O
U
SE
O U
TS
TA
N D
IN
G
N
AT
U R
AL
A
R
EA
S H
O R
EL
IN
E
ST
AB
IL
IZ
AT
IO
N
PA
LM
B
EA
C H
C O
U N
TY
, F
LO
R
ID
A
SEAL
TAYLOR
ENGINEERING, INC.
GRAPHIC SCALE
30' 60'15'
22X34: 1" = 15' 11X17: 1" = 30'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
NOTE: DEMOLITION OF EXISTING
SHORELINE ARMORING (REMNANT
CONCRETE) AND PILES WILL BE
REQUIRED FOR BOARDWALK
CONSTRUCTION. CONTRACTOR TO
REVIEW PRIOR TO BIDDING
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
AT
C H
LI
N
E
DECK EL: 4.00' NAVD88
SMOOTH TRANSITION TO EXISTING FOOTPATH
CONC FOOTER
MIN. TIP EL. -29' NAVD88
REQUIRED ULTIMATE BEARING CAPACITY: 9 TONS
(STA 0+00 TO 4+00)
MHW
NO CROSS-BRACING REQUIRED
THIS ZONE ONLY
CROSS-BRACING REQUIRED UNO TIMBER PILE (TYP)
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
AT
C H
LI
N
E
MIN. TIP EL. -29' NAVD88
REQUIRED ULTIMATE BEARING CAPACITY: 9 TONS
(STA 6+00 TO 7+25 END)
MHW
MIN. TIP EL. -33' NAVD88
REQUIRED ULTIMATE BEARING CAPACITY: 9 TONS
(STA 4+00 TO 6+00)
TIMBER PILE (TYP)
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 MHW
BOARDWALK PILES
MIN TIP EL. -29' NAVD88STAIR PILE
MIN EMBED 13' BELOW FINAL GRADE
REQ ULTIMATE BEARING 4 TONS
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
MHW
BOARDWALK PILES
MIN TIP EL. -29' NAVD88
STAIR PILE
MIN EMBED 13'
BELOW FINAL GRADE
REQ ULTIMATE
BEARING 4 TONS
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SHEET TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
TIMBER
BOARDWALK AND
ACCESS STAIRS
ELEVATIONS BID
OPTION #4
C-20
AN
TO
N F
LE
W
EL
LI
N G
, 7 /2
3/
2:
:2
PM
, X
:\s ys
\P ro je ct s\ c2
1-
4_
Ju pi te rB
LM
\C on st ru ct io n\ c2
1-
4- C
-B oa rd w al k
C on tro l P la n.
dw g
JBB
AF
KAK
JE
C T
T…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .