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OPMENT\�.,�.--: -POR
It.-GENERAL-'DEVEL colt AT I O'N'
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PAVING �DRAINAGE
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24'-42" X219f
20'-42")(29N
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FLORIDA
OAJDSG BY.I A RC OWN. BY RC
s; DATE.. DWN. BY DESCRIPTI — APPR. BY E DEC BO R ,
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REVISIONS
DWG. NQ
f, OF20
•
} B E N 0 1 N G 0 1 A G R A M
r 'CL BULKHEAD CAP
:.. ..
SLABS TO BE PLACED ON 15• -0" C-AP CONC QUAtJTIT%+I 4 ..
t TANGENT AROUND PF_W_ ' _ .
\ i0 .55 CY
--BULKHEAD THE CURVES. 8
ANCHOR BARS TO BE I Q I SLAB (�
� I I
ENCASED IN
PLASTIC SLEEVES ANCHOR BAR `1 Q I I I Cl BULKHEAD GAP
GROUT IN POLYFILM SLEEVE I
3 'I
STREET TO BE ti`I Y r -1 I A~ gAR To BE ENCASED 1►4 COMCRETE ,
ENCASED IN I
15 - 0 ��
G CONCRETE 0 A I�
W t'••+E RE. E IC POSED TO WAVE ACTION A a. T a
�N J I O .. .. i b"—TOOL EDGE TO ." RAD ..
W ,4- C BARS 14
til I ,
V I� d stops r EL.
4.O "
7BEND 0" -I AFTER STRESSING s s '°:; 1� C2 BARS TIE @ 36" O.C.
it
I I ; �.' `a '`A" BAR ENCASED IN "An.. .
C0' 100 I o °� to" .� AL CONCRETE OR PLASTIC SLEEVES sic .0
Lai .0 LAJ o _ _ 0 ce v u� ,
REINFORCING SCHEDULE
BULKHEAD PLAN I g j •� MARK SIZE N0. LENGTH REMARKS
I "A" BAR TO BE ENCASED IN , °:,,
°1 T t aM4 6 8' - 3'' STRAIGHT
PLASTIC SLEEVE WHERE NOT _ i •.
o I EXPOSED TO WAVE ACTION .� '') �, T2 aM3 7 3' -o" BENDING oIAwaA►:I
- CIDa Ti BARS IN "T" PILE \
y TOOLED EDGE 1 , r• l I t. �� :e ';'i:o' lift #4 10 G'_ 1" STRAIGHT
I�} Y = • 12 05 8 8' -10 " STRAIGHT
� T2 BARS ,� 12" o. c. - _
;A t %''�L.
%i A 06 1 111 •0" BENDING DIAGRAM
I I -. • n....�' 0
N 3 3'-c0" STRAIGHT
1 -LAYER FILTER X o ^ .:•::.•//.•.��;a' � ..
tO o W - I -1: •o., C #5 4 10 -o STRAIGHT
I I BEHIND EACH MASTER SECTION A -a „
_ I PILE TO BELOW W l C: W3 3 3 -O BENDING DIAGRAM
_,t a I 3 t - 6" STRAIGHT
D BARS
5" 8" 5" I I 2 ° NOTE: RE I NFORC I NG STEEL FOR ONE ."T"PILE , ONE SLAB
6 - Ti BARS 1 " RAD. KEY -IMAM '� = I D► BARS -� 0i • _ 77.71-�- LONF ANCHOR. "C" BARS SINLO BE INSTALLED IN
1 I ° , 1 �••! : I 40' -0" LENGTHS.
i .. �-
/2 w2C QnPt= �I
L,�r t.00n 1 LAYER 12"x 12" 'FILTER X " `' i "In
A "BAR ENCASED IN CONCRETE ESTIMATED QUANTITIES
50. 41
1
FABRIC �I. j I T E M UNIT OUAN.
CONC.QUANTITY= .OGC.Y CONCRETE (3000 PSI) C.Y. 1.97
REINFORCING STEEL LBS. 239
Ni I QUANTITIES REPRESENT:
�` � ;I I p o • � I' i
a .. .• A.a �— CAP i -EXPANSION JOINT
ONE 8-5"�"T" PILE (MIN. LENGTH), ONE TIE BACK
j 21/2 DIA.OPENING .. ---- t CU FT. u4 ANCHOR coNc C�uA�ITITY I ONE 10' SECTION CAP ONE SLAB
P�� ca�T �_aTE=o.2�c.Y 11
i ONE ANCHOR PLATE
I I CRUSHED STONE 1
1 SECTION 8-8 _
I -
I — —_--- BAR QUANTITIES REQUIRED
I
o BULKHEAD & --ANCHOR DETAIL
' l l EAR FEET O F WALL
i — 1
BARS
m - _ - - -= = - - -- ; , 100' 200' 400' 800' • i Oki'
--, I o •::� A 11 21 41 81 tOt
I.
1 I C 40 20 40 80 100
I i , A ! D 1 30 60 120 240 300
i0 - BARS
Ti 66 126 246 486 606
I
I 11 T2 77 147 287 SCv7 707
7 SPA-CC12„ _ _O 8• So
p
%2•��ac ago,_ � C2 30 60 120 240 300
• �rT o EXTEND 111 �� Wt 100 200 400 B00 1,000
BARS INTO CAP , W2 80 160 320 640 800
i�.r�i PILE F O R "N 02 30 60 120 2-40 300
BULKHEAD -
-
I DIAME R LIFT HOLES - o `�. ' I •.;.
4 - •..
N_
k ..T" PILE CONC. QUAlQT.ITY= .27 C.Y. -- N N b
4 7 3 = • -w, BAR 11 GENERAL NOTES
' ! 2%Z OPENING2 r
_ 1) STRENGTH OF CONCRETE SHALL BE NOT LESS THAN
r
3, 000 PSI.
B s,
Ei i Q 24 o1A. „ I I 2) SPACING OF EXPANSION JOINTS AT 40' -0" AIM
0
v
!.
C'n to oot<N' N 4 r( W2 B A R
TOP OF BULKHEAD
CAP ELEV. slo e
's FACE
of C4
"T" - P I LE BULKHEAD SLAB —
L2
2. D,. ILI
"GLR Z„GLIZ
-- — -- --- — — SECTION A - A
' ;I i a
WATER SURFACE I t� 1 d A
-- �� i I1 I
2v N
RIP -RAP r� BREAK-OUT BULKHEAD & I. . •'. i:.. :-:Y .•'. :: a
POUR COLLAR AROUND PIPE
.:
in :.: ..:...
.::: ...... :I
BEND STEEL
SECTION B-8
• PIPE THROUGH BULKHEAD c,r.
BULKHEAD SLAB ..BULKHEAD SLAG C.o1IC .- QUAN TIZ �(_ ,134 �
-
I EXPANSION JOINT SHALL NOT BE LOCATED OVER "T"-PILE,
II �) ANCHOR BARS TO BE POSITIONED To
THE DEAOMAN THEN ENCASED IN CONCRETE.
TYPICAL 4) "A" BARS SHALL BE ENCASED IN CONCRETE IN
CAP SECTION AREAS OF NAVE ACTION AND�ANCASEO I P 'LASTIC
SLEEVE -IN OTHERS. PLASTIC SLEEVE TO BE 1"
PLAST'POWATER PIPE 50' TEST.
EXPANSION JOINTS LOCATIONS 5) EXcGSFD FACES OF "T"-PILE &SLAB SHALL
BE GIVEN A FINE BROOM FINISH.
6) #8 BARS, DIPPED AND ENCASED WAY BE
SUBSTITUTED FOR #6 BARS, ENCASED,
IN AREAS EXPOSED TO WAVE ACTION.
•NONNI
P,4 VIA16; ' 02A1A1A GE
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UN/ T C�F_ V5M7 EE AV
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A G. of D...bpw i s e.w..,. BY R. A. B L U E M
PORT CHARLOTTE MIAMI PORTST LUCIE P E NO 6541
FLORIDA STATE -0F FLORIDA
DATE Cn -<:gp DSG BY tT2/A OWN BY LOP RELEASED BY SHEET NO
SCALE IVTC7 CK'D BY �iP� APPR BY l /9 OF
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