2393 Mayport Road 3-0" 2 Spa. 0 3`0" 6'-0" 5 Spa. 4'-2" 20'-10" Y-0 Spacing of
2 -6" 6E6 Bars
2'-6"
0401" LAN D MARK
P-6 P-6Y2 �CVENGINE E RING
1300 RIVERPLACE BLVD.STE 210
Wing Cap Wing Cop JACKSONVILLE,FL 32207
ee lee te SteelSheet Pile---. (904)3 - 56 Fax(904)396-3506
FL.CERT.OF AUTHORIZATION NO.26926
VENDOR NO.204534742001
DUANE R.MERRELL,FL P.E.36843
—k? Construction Over
tA Fleet Londing Conol
PZ22 SteelSheet
Piles (Typ.) N
Begin Bridge F.F.B.W
Fn
d Bent No. I �z
F7
Cop
Beorin End Bridge F.F.B.W
End Bent No. 2 Q) A?013
s
C Pile 90*0010011__"� 7"- 5" -FFBW
E:
FUR Of L*
L -i
Lt-J
�z
NEW MAINTENANCE
"n FACILITY
J
C14 --/I @ �., -/ A�I"i � '�(I &N FOR
U,' -/ / t I -I I — I I
C steel FLEET LANDING
�-90*00'00" Pile & Be I am
(Typ.)
Sheet Pile
No. (Typ.)
2'-1011 P-7-1 P-7" P-7'1� P-7" 2'-10" MAYPORT RD.
I I - — PedestolSpcg.
12*-0" 11 91 21, ATLANTIC BEACH, FIL
2'-IOY2 IM
4'-5" Pile & Bm. Sp c g.
Along FFBW
J2'-10"
END BEN T PLAN
End Bent No. I Shown
FILE COPY
(End Bent No. 2 Opposite Hand)
Aluminum
Pedestrionl Side wolklBorrier
Bicycle Transition Construction Over DATE MAY, 2013
PROJECT NO. 11252
Railing Fleet Landing C
Approach Slab D FOR CODE COMPLIANCE DESIGNED By RAV KANNAN. P.E
Asphalt CHECKED BY DUANE R. MERRELL, PE
El. El. B 6E6 (Typ.) fo'�/ Overlay (Tyjo-A F1 R El. A CITY OF ATLANTIC BEACH SCALE
SEE PERMfIS FOR ADDITIONAL
ON REQUIREMENTS AND CONDITIONS.
2
/0 4ti—1 3
LREVMWED BY. DATE% 4
P-2" 31-5E,3 P-0" (EF) P-8"
Ly Z,
4 T2 (Typ. 8E2 (Typ. V - I
I I El. C
Over Piles) Between Piles)
4-BE
D. C
Q)
F11
El.
F 7 7 T
T—T-- THIS DRAWING NOT RELEASED FOR
El. D CONSTRUCTION UNLESS SO NOTED
Level
Pile & Pile & L Pile & SHEET TITLE
18" Sq. Prestr. I I
earn Beom 20
Conc. Pile (Typ.) i I
END BENTS 1 2
EL E VA TIONS
4TI \--SteelSheet ---------
10-4T] 0 P-0" Piles (TypJ
(Typ" (Typ. BOween—Piles) BENT A 8 C D E F
Overhang) 11-0117,
End Bentl 13.230 11.9.38 9.772 6.772
13.155 13.155
2 1
END BENT ELEVATION End Bent 2 13.830 12.5J8 10.J72 7.372 1J.761 1J.615
DUANE R. MERRELL, P E
End Bent No. 1 Shown NUMBER. FL 36843
B1-X
(End Bent No. 2 Opposite Hand) DATE S H E E T
911112013 2:14:33 PM F\00 Projects\13103 FL Fleet Landing Post Desigii\00000013103\strLict\BIE,,dBe�tCI dg,,
LANDMARK
ENGINEERING
1300 RIVERPLACE BLVD.STE 210
JACKSONVILLE,FL 32207
(904)396-3556 Fax(904)396-3506
FL.CERT.OF AUTHORIZAT ON NO.26926
I(
VENDOR NO.204534742001
DUANE R.MERRELL,FL P.E.36843
El
Bars 5P
@ SID.
Aluminum
Pedestrionl
Bicycle
Roiling
Deck Bars 5 V 03
Approach (P 8" sp. 11-011,
Sidewalk Slob - - FUU Of 1*
Approach
Bars 5S
Slob 2" Asphalt (Typ.) 2'-J NEW MAINTENANCE
FACILITY
2" Asphalt
Overlay
r-5E9 6E6
4 - FOR
5E8 Overlay Bearing
5E9
5E8—- 4E4---� Ben t C op FLEET LANDING
Z., 7- 2 Spa. (9 -9;Y4"+ 1'-7�12"
"_6" 1-5E7 J Sp 1 0 8%"-+ 2'-2" MAYPORT RD.
5E3—-
BEI ATLANTIC BEACH, FL
4 4V4"
IF
8E
-5E7 5E7--C- 4 TI or--.
4 TJ 4 TJ 1�8E2 (E.F.)
(E.F.) (E.F.) Lu 4 T2
LLJ LIJ
F_ I
5,V8 4V4 MAY, 2013
DATE
PROJECT NO 112�2
DESIGNED BY RAVI KANNAN, P.E
;Y4" Chomfer (Typ.) 1homfer- Typ. 18" Sq. Prestr.. ;Y4" Chomfer (Typ.)
Concrete Piles CHECKED By DUANE R. MERRELL, PE
'S d olk lob
' ew ac sp
Alurn''n__ _%
P'd"trionl
le
B'c c
RDailing
;Ap r' h 5S—
p
S
lob 2 Asp halt Bars
Overlay (Typ
5E-9
5E L44
Steel Steel Steel SCALE
Sheet Pile Sheet Pile Sheet Pile
N..j D.to I Ri�;..
4V4"
1 O;Y4 110 E 2
4 3
I' ' � _q,, � 4
-6" 91, 5
Note: P-J" P-3
Cut holes in top of sheet
2'-6 piling as required to fit 2'-6 P-5" 10" 1 _1Y2 I —1Y,,"
bottom cop reinforcement.
2'-3 2'-J"
SECTION A-A SECTION B-B
4'-6
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
SECTION C-C ABOVE
SHEET TJTLE
END BENT
DETAILS
DUANE R. MERRELL. RE
N UM BER FL 36843 B1-X
DATE:— S I I I T
912112013 2:32:35 PM FA00 Projects\13103 FL Fleet Landing Post Desigii\00000013103\slrLict\B]E,�dBentDet0l.dgn
LANDMARK
�OENGINEERING
1300 RIVERPLACE BLVD.STE 210
JACKSONVILLE,FL 32207
(904)396-35S6 Fax(904)396-3506
FL.CERT.OF AUTHORIZATION NO.26926
VENDOR NO.204S34742001
DUANE R.MERRELL,FL P.E.36843
7'-6"
For Barrier Wall A
Reinforcement See
Transition Block Detail
Pull Of 1*
El. E Asphalt SP Olt El. F
Approach El. A El- A
Slab Approach
NEW MAINTENANCE
Overlay verlo El. A
Slab
FACILITY
FOR
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - 85 - I -- - - - - - - - - - - - - - -
lz� +1 - - - -.41
4 8-5EB 0) (E.F.) 1 4 ej - - - - - - - - - - - - - - - - -
0) 4" 1 8-5EB 0 11;Y4' (E.F.) FLEET LANDING
LLJ 6 (:b 4"
Lo Q) Uj
1 -1
MAYPORT RD.
LjJ
ATLANTIC BEACH, FL
LLJ
El. C
------- -------- - - - - - - - - - - - - - -
———————————————
El. C
T-
t
El. D DATE MAY. 2013
71 t
5E7 PROJECT NO 112�2
5E7J1 DESIGNED By RAVI KANNAN P.E
Steel CHECKED By DUANE R. MERRELL. RE
Sheet Pile Steel
SCALE
Sheet Pile
N Dote R-i�i-
2
3
4
3Y2 7-4T,3 @ 11,V8".t 5
7-4 TJ JY2
11-51, P-2"
P-2" 61-61,
VIEW D-D VIEW E-E Ebm
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
END BENT
DETAILS
DUANE R MERRELL,RE
FL 36843
NUMBER. B1-X
DATE H—EF T
wshoivalter 912112013 3:23.57 PPI FA00 Projects\13103 FL Fleet Landtng Post Des)gn\000000
l3l03\strL1Ct\6 tFl—dB�NDtO2 dy,
$1,XWqLANDMARK
ENGINEERING
1300 RIVERPLACE BLVD.STE 210
JACKSONVILLE,FL 32207
(904)396-35S6 Fax(904)396-3506
FL.CERT.OF AUTHORIZATION NO.26926
VENDOR NO.204534742001
DUANE R.MERRELL,FL P.E.36843
PILE DA TA TABLE Table Dote 7-01-07
DESIGN CRI TERIA PIL E CUT—OFF EL E VA TIONS
PIER NOMINAL MINIMUM TES T FACTORED
PIL E
or BEARING TIP PILE DESIGN Pal Of 4e
BENT SIZE RESIS TANCE EL E VA TION L ENG TH LOAD 0 AL L PIL ES
(in.)
NUMBER (tons) (f t.) (f t.) (tons)
NEW MAINTENANCE
FACILITY
End Bent No. I
18 157
102 0.65 7.94 FOR
Piles I & 3
End Bent No. I
18 279 181 0.55 7.94 FLEET LANDING
Pile 2
End Bent No' 2 18 157 102 0.65 8.54 MAYPORT RD.
Piles I & i
ATLANTIC BEACH, FL
End Bent No. 2
18 279 72 181 0.65 8.54
Pile2
Factored Design Load
_< NominolBearing Resistance
DATE MAY, 2013
PILE INSTALLATION NOTES:
PROJECT NO,
112
Contractor to verify location of oflutilities prior to any pile driving. DESiGNED BY RAV152KANNAN, P.E.
CHECKED BY: DUANE R. MERRELL. P
Minimum Tip Elevation shollbe established in accordance with FDOT SCALE
Standard Specification Section 455.
N., D.Ue Reij�i
A#test piles shoflbe dynamically load tested in accordance with 2
3
FDOT Standard Specifications Section 455.
4
Required preforming is not anticipated for project. W5
At each Bent, pile driving is to commence at the center of the Bent
and proceed outward.
Drive test piles in position of a permanent plumb pile located as
directed by the Engineer. Test pile lengths ore indicated in the pile
data table. THI S DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
Pre-planned splices sho#not be used unless prior authorization is SHEET TITLE
obtained from the Engineer.
A#pile driving operations should be administered in accordance with FOUNDATION LAYOUT
FDOT Standard Specification Section 455,
DUANE R MERRELL, PE
NUMBER: FL 36843 131-X
DATE: S H E E T
911112013 3 06:22 PM
F\00 Projects\13103 FL Fleet Land)ny Post Design\00000013103\strticl\BlFotindLayO2 dgii
LANDMARK
ENGINEERING
1300 RIVERPLACE BLVD.STE 210
JACKSONVILLE,FL 32207
(904)396-3556 Fax(904)396-3506
FL.CERT.OF AUTHORIZATION NO.26926
VENDOR NO.204534742001
DUANE R.MERRELL,FL P.E.36843
—Double-Tee
FudUl of Life
Typ.
NEW MAINTENANCE
FACILITY
FOR
r. r
Q FLEET LANDING
MAYPORT RD.
PARTIAL PLAN OF END DIAPHRAGM
ATLANTIC BEACH, FL
..................................
32'-10"
8'-2V4 8'-2" 8'-2" 8'-2V4 11-0
( yp.),
A 8R] BRI DATE MAY, 2013
PROJECT NO. 11252
L DESIGNED By RAVI KANNAN P.E.
Q) 4 TI CHECKED BY. DUANE R, MERRELL, PE
8R-3 8R,3 8R2 SCALE
No D.t, Ri�i
1
2
3
7Y 4
2 1 i 7!12 7Y2" I ill
8R2 or _5
8RJ
5 Eq Spa 4 TI Bars 2 Eq. Sao. 4 TI Bars
(Typ.)
SEC TION A-A
THIS DRAWING NOT RELEASED FOR
Co NSTRUCTJON UNLESS SO NOTED
ABOVE
END EL E VA TION
SHEET TITLE
DIAPHRAGM
DETAILS
DUANE R. MERRELL, PE
NUMBER. FL 36843 131-X
DATE: S H E E T
wshnivalter 911112013 3:44:46 PM F\00 Projects\13103 FL Fleet Landing Posl Design\00000023103 I
\str,,c!\BlP1anE1ev02.ctgn
MARK LE GTH I NO I TYP I STY S C D E F H J K N 0
SIZE DE5 FT I IN I BARS I BAR I A IG I FT JIN I FRI FT I IN 1FRI FT I IN 1FRI FT I IN 1FRI FT I IN 1FRI FT I IN I FRI FT I IN I FRI FT JINIFR 01,PXhq' LANDMARK
LOCATION APPROACH SLAB BEGIN NO. REQUIRED I ENGINEERING
1300 RIVERPLACE BLVD.STE 210
5 Al 14- 6 25 1 14- 6 JACKSONVILLE,FL 32207
(904)396-3SS6 Fax(904)396-3506
8 A2 14- 6 33 1 14- 6 FL.CERT.OF AUTHORIZATION NO.26926
5 BI 2J- 5 J7 I 2J- 5 VENDOR NO.204534742001
DUANE R.MERRELL,FL P.E.36843
LOCATION APPROACH SLAB END NO. REQUIRED I
5 AJ 16- 6 25 41 9- 8 6-10 2- 0 1
8 A4 17- 0 33 41 10- 8 6--4 2- 6 1
5 B1 23- 5 J5 1 23- 5
5 B2 26- 8 4 41 16- 6 10- 2 2- 0 1
LOCATION SUPERSTRUCTURE DIAPHRAGM NO. REQUIRED 2
8 RI 32- 6 j 1 32- 6 Puft of 14fe
8 R2 9- 9 4 16 0- 4 2- 1 1- j 2- 3 Yz 1- 0 9- 2 Y2 3
8 R3 11- 1 4 16 0- 4 2�� 1 1- j 2- 3 Y2 2- 3 Y2 9- 2 Y2 3 NEW MAINTENANCE
4 TI 1- 4 48 8 0- 8 0--8 FACILITY
LOCA TION END BE.NT - 0. REQUIRED 2 FOR
8 El 32- 4 11 1 J2- 4 FLEE LANDING
8 E2 10- 0 4 1 10- 0
5 E3 J- 2 62 1 3- 2 MAYPORT RD.
4 E4 32- 4 6 1 32- 4 ATLANTIC BEACH, FIL
5 E5 2- 5 8 1 2- 6
5 E7 10- 6 14 1 10- 6
5 EB 4- 4 32 1 4- 4
5 E9 6- 0 16 1 6- 0
3 R1 5- 3 60 J7 3-10 0- 3 0- 4 0— 9
4 S1 7- 2 8 1 7- 2
5 S2 3 1 1 1- 2 Y2
DATE MAY, 2013
5 S4 3- 6 1 1 3- 6
PROJECT NO.
5 S5 J-11 1 1 3-1 1 DESIGNED BY AV] KA AN.
5 S6 5- 0 1 1 5- 0 CHEC�KED BY DUANE R. MERRELL. PE
5 S7 6-10 1 1 6-10 SCALE
5 S8 7- 6 1 1 7- 6 No, D.t� Re—ion
5 S.9 9- 2 1 1 9- 2
2
5 SIO 7- J 8 1 7- J
4 TI 1j- 6 28 8 4- 0 2- 5 2- J 2- 4 Y2 2- 5 4
4 T2 8-10 3 11 4- 0 2- 5 2- 5 5
4 TJ 6-10 14 11 2- 0 2- 5 2- 5
—5 JPI I VARY 1 12 9 4 4 0-11 1 0- 6 Y4
1 1 6- 6 1 01 -91414 0- 8 1 1- 1 0- 1 0- 6 ;Y4
ONE BAR REQUIRED FOR EACH LENGTH
5 1 V1 VARY 12 0-11 1 0- 7 1- 8 1- 2
I I J- 2 1 01 J51 I 1 0- 8 1 0-10 1- 2
TH I S DRAWING NOT RELEASED FOR
ONE BARREQUIRED FOR EA CH LENGTH CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
L OCA TION SIDEWALK TRANSITION BLOCK NO. REQUIRED 2
5 Al 7- 0 16 1 7- 0 REINFORCING
BAR LIST
5 BI 5- 9 19 1 5- 9
5 C1 -3- 0 7 1 3- 0
5 PI VARY 12 9 4 4 0-11 J- 0 0- 4 V4 0- 6 Y4
6- 6 0 9 4 4 0- 8 1- I —r-0——, /?1 0— 6 13141
ONE BAR REQUIRED FOR EACH LENGTH
5 IVI I VARY 1 121 631 L
351 1 1 0-11 1 0- 7 1- 8 1- 2 1 1 1
1 1 3- 2 1 01 351 1 1 0- 8 1 --'0 1- 2 1 1 DUANE R MERRELL, P E
END OF LIST NUMBER: FL 36843 B1-X
DATE:— S H E E T
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