HomeMy WebLinkAbout1970 - (#40) Bridge Over Collier Waterway at Englar Drive50+ GUARDRAIL
25' GUARDRIUL.
r.
r
t,
GROU
INSTALL TWO SECTIONS
OF CORR. SHT. PILE & CAP
EXISTING BULK AD=
REMOVE 2' OF CAP
SET EDGE OF CORR. SHT. k
PILE IN I(EYWAY.OF CONC.
SHT. PILE & GROUT IN PLACE
2— *5 VEI
6'— 6" L C
DETAIL #1
'�- CURTAIN WALL
1' LAP IN CAP STEEL
)LLIER
d
114 ;
a>. 5043, `
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45
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r
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74 3.
GUARDRAIL r Lin. Kt. 150
S t;URTAIN WALL + Sq. lfd ___...,.:.
107.4
CORRUGATED SHEET PILE HULKHEADING Lin Ft. 54 � F
.. L.. S.
DRILL THRU' CURTAIN WALL SITE PREPARATION , • _ ,fJh- , ,
USE T O TIEBACK BARS
II4 X 6 LG. 6 HOOK ONE
END —THREAD AT OPPOSITE END. :..<
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INDEX
1. LOCATION & PILE PLAN y.
A
2. HANDRAIL 2004
3. PILINGS 3001
4. APPROACH SLAB 5001
R/W ENGLAR DR. 5. SUPER STRUCTURE 6005
6. SUBSTRUCTURE 700
1. CURTAIN WALL & PRECAST SHEET PILE 8001
8. GUARDRAIL 9001
9. STANDARD SHEET PILE BULKHEAD 10000
.
M : ^"�f
.. . .z ...,.... ♦ ..:. .vs _.. ., , .� , ,� .-tir.¢s x ♦r.Y....9 s,a 5....Y. 1
8
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t €
... .:., ,.,..,,.,.•w.= rc - _ ..,..r u.,.. w+ .. :w «.w. :.a... .. raw � w^4fT•^w•M,�'Yk.,., .. ....
1 , #
A I L N2 2 I
n
...,,,. ,..,.M.� t
: _7
3 E ,. as � „a a x s.;..,,,.,w •„.,. „ m,,,,�.,., m» .,,. -,a. ,,. ,.:i\F$ x . .,„.... s r>,s^ ..r- ; trt. >rs.,>K' , , z �
w•� fi
: ♦ .•w •.w..n ,- ..linrtr^.+..c+.wVf. M:t•..-.yy:e. a.-,.... µ:u.. ,. vy..x-..a; ,#. .. R f !' T
__ .. - ..>-.��,b..•K,,.r.�.w,:..,,wx Way
r � �
I '
,�,,....w ,+>Nk.•n.`ais" 4N � � wxN+M -.
IDEOV �R G OVER COLLIER WATERWAY -
AT_
Y
i ENGLAR DIR'
PAU£L MELKONI AIV
a
:^ah...R,:w.,. �... v;xww-*ANar,''",sM `�y,•e ,�. M• ..u,v-�{wcr,+c.'e*'�'fi"'4 �. 5�
�saa •.,wr�s'tr r>....;: a..•,�.. , .. �..i.r ..;,, •, - - ,.... :: r.:,.., sx� ' , - + sr'
mrtxa!«.r+ a' ,. .v.-ww,F�x .r-nMa•r,�,. �.;:...-:.,:.:�..., - r .�. ` �w. ,
2510
4
V tip
• t
1" EXPANSION JOINT
r --
END
POST
KEEPER
CURB
S I D E W A L K
L3"
--� B a r A
:T
m
Bar 1 —
'! C Bar K
Sidewalk
Deck Units
TYPICAL SECTION THRU HANDRAIL
Rail units may be
precast 4" sh
span —�
INTERMEDIATE
BENT
PLAN OF HANDRAIL
X = 1'-8" = 24' SPAN (3X)
SIDE ELEVATION
TYPICAL ELEVATION AT HANDRAIL
BENDING DIAGRAMS
I
i
I
i
eoa
?0
Bar 1 (#5) Bar K (#7)
NOTE: 3/4'' CHAMFER ALL EDGES OF CONCRETE
HANDRAILS AND CONCRETE POSTS.
PRECAST CONCRETE RAILS
NO. REQUIRED
1 Side — 1 Sp an
LENGTH
SPAN
8
7'-4"
24'
6
8'-0"
26'
6
8'-8"
26'
8
V-2"
31'
8
7'-5"
32'
8
7'-11"
34'
8
8'-2"
35'
REINFORCING SCHEDULE (For One Side; One Span)
MARK
SIZE
Number
i r d f r Len h of e k nan
1
#5
12
12
12
15
15
15
15
K
#7
12
12
12
15
15
15
15
R
#7
12
12
12
16
16
16
6
R Length
—
7'-0"
7'-8"
8'-4'
"1O'
7'-1'
1'-7"10.
L7"
ESTIMATED QUANTITIES (For One Side; One Span)
I T E M
U N I T
24'
28'
21'
31"
31'
34'
36'
Reinforcing Steel
Pounds
361
318
394
460
466
465
493
Ir 3000# Concrete
Cu. Yds.
1.12
1.17
1.22
1.44
1.46
1.52
1.50
c-rD
AMA
FILE
PLAN"
SCALE, 3/8 1'-0" B
29' -4"
m
51DI S102
SECTION "A -A"
SCALE, 3/8" = 1'-0"
1'-3'
CURB
5101 5102 — —AL-:, O
5'-0" 3,-9%„
1'-2 " S103
SECTION 11 B - B 11
SCALE, 3/4" = 1'-0"
"A"
A"
DETAIL " C 11
(CURB TRANSITION)
1" PREMOLDED EXPANSION MATERIAL
i
APPROACN
SLAB I DECK SLAB
'l
5103 6"x 1/4" GRAPHITE ASBESTOS PAO
GRAPHITE ASBESTOS PAO
A-402 1/4" PREMOLDED EXPANSION MATERIAL
A-601
i
PILE
JOINT DETAIL AT ABUTMENT
SCALE, 3/4" = 1'•0"
G E N E R A L N 0 T E S
I. Roughen roadway surface to receive variable thickness
asphaltic concrete, 1" thickness at curb and 2' " at crown.
REINFORCING [�-----SCHEDULE
MARK S I ZE N0. REQ. LENGTH_
SIDI No. 5 10 28'-10"
S102 -- No. 5 -- 30 — g' 6'—'--
S103 — — No. 4 1 29'-0"
(��j,�v
tbIIMAIE0 QUANTITIES
I T E M
U N I T
QUANTITY
REINFORCING STEEL
POUND
01.3
3000# CONCRETE
CU.YO.
8.6
EQUIVALENT S.Y. 8" CONCRETE
W YO.
38.7
NOTE: ALL QUANTITIES ARE FOR ONE SLAB.
GENERAL DEVELOPMENT ENGINEERING CO.
MIA MI FLORIDA
APPROACH SLAB
R. A. BLUEM CIVIL ENGINEER
RED. ENM. Ns 6441 MIAMI, FLORIDA
M4 JW ISTI IS"14- 21- CWD Ir: RSLIAf[Y M SHIFT NO.
.M
FILE-- SOOI
5 turns
14'' x 14" PILES
PRECAST PRESTRESSED CONCRETE
16" x 16" PILES
PRECAST PRESTRESSED CONCRET
5 turns
Maximum length for single point pick up 50,
Maximum length for double point pick up 75'
Maximum length for single point pick up 54'
Maximum length for double point pick up 80'
Al
�+ 24" clear
12- 3/6" 0 S.R.
cable @ 14,000 lbs. each
SECTION A -A
GENERAL NOTES for
PRECAST. PRESTRESSED CONCRETE PILES
Specifications: A.A.4.N.O. 1967
Concrete: Class P, f'c = 5000 p.s.i., f'ci = 4000 p.s.i.
Spiral Ties: Spirals shall be tied to all corner cables.
Champher: Provide % "champ her at all edges, or otherwise noted.
rovide 4 #10 Dowels 3'-O" long
Build Up
1 " la #5 gage spiral
�ies @ 6'Pitch C�
" clear
#5 bars
C ..�
�#5 bars - 1 for each S.R. cable
If additional driving is required 2" pitch
shall be used for spiral ties within these limits.
#5 gage spiral ties
W
d
14"
TYPICAL BUILD-UP
SECTION C-C
N 2" clear
111- 3/8"o S.R.
cable @ 14,000
q.
lbs. each
SECTION B-B
e t -
1' 2" 0.21 L 0.58 L 0.21 L
7 @ 2 1 3 @ 4" 9" SL 3
ILIpaces 3 @ 4" 3 @ 4" 9" S aces ' ac "
#6 bars Spirals #2 continuous Piles to be marked at these points to indicate 2' 0" e
or #3 hoops proper places for attaching handling lines.
End of 4 longitudinal
bars in sides of pile
14" 0 AND 16"p PILES
PRECAST REINFORCED CONCRETE.
5 turns
11" x 11" PILES
PRECAST PRESTRESSED CONCRETE
5 turns
pitch
4--
1"
a
Maximum length for single point pick up 70'
Maximum length for double point pick up 85'
e
d
N 2%" clear
�— 16- 7/18 " 0 S.R. cable 018,000 lbs, each or
v 20- 3/8 " 0 S.R. cable @ 14,000 lbs. each.
N
N
I Pick-up point
0.7L
SINGLE POINT PICK-UP
L L
Pick-up point 1
0.21L J1.4 0.50L
DOUBLE POINT PICK-UP
Piles shall be marked at pick-up points
to indicate proper points for attaching
handling lines.
GENERAL NOTES for
PRECAST REINFORCED CONCRETE PILES
oncret : 4000 p.s.i.
Spiral Ties: Spirals shall be tied to
all longitudinal bars. Spirals may be
made with individual hoops with both
ends hooked.
#7 Dowels
4 — #7 Dowels 2' long
set in 2" dia. drilled
holes with epoxy mortor
I
PILE BUILD-UP DETAIL
f/L E 3001
36' -0"
1 18-01, 1 18, -0" 1
28' -0"
1" MIN. THICKNESS A.C.S.C.
W/LEVELING COURSE
SLOPE �� SLOPE
4' - 0 "
0001000
0000000000 000000000001
"
4' -0"
4' -0"
4' -0"
LEVEL
4' -0" 4' -0'° 4' -0" 4' -0'
4' 0"
A-
A
A
A A A A A
ACSC
DECK SLAB
FOR DOWEL LOCATION
SEE SHEETS 1 & 7
TYPICAL SECTION
NORMAL TO � OF ROADWAY
i
ROADWAY
I
I I I I I I
I I I I I I
I I I I I I
I I I I I
I I I I I I
I
i I I I
I I I I I I
I I I I I I
ti
---
I I
I I I I I I
I ! I I
I I 1 I I
I
I I I I I I
I j I I I I
I I
-----\1---------T----}-------
2" HOLE FOR BAR 104 1
I i
I I I I I
I I I I j I
I I I I
I I
1 I I I
I I I I I
I I I I I I
I I I i
I I I
I i I I I
4" PVC Installed in outside
edge "A" Unit by prestressor
2 per unit w/10' spacing
P L A N
Ctrncrete Handrai I
see Sheet ivo.2002
3'-0"
No.7 Bars 1„
No.5 Bars -
P
2"CL.
Bar 103
o O O
nar i01 at 12" O.C.
4" PVC GRAIN
CURB AND DRAIN DETAILS
t CAP
t CAP
1 5 8"
__v�I`
114
12" 12
y A
1._, 1„
- p
SHEAR KEY DETAIL
BAR 106 AT 12" O.C.
BAR 105
u 9"xh" ASBESTOS GRAPHITE PAD
PREMOLDED EXPANSION MATERIAL 1"4 i"
SEE SHEET 7 FOR DOWEL DETAILS
CONCRETE PILE
INTERMEDIATE BENT DETAILS
HEAVY DUTY NUT & TIGHTEN NUT USING 500 FT. LBS.
4"x4"x%" WASHER TORQUE. CUT ROD & GROUT RECESS
4','t A . .A + -e 5"x 5"x 3" RECESS IN EXTERIOR
FACE OF CURB UNIT ONLY
BAR 104
GRID
DETAIL OF BAR 104
#3 BARS® 2y" C.C.
TACK WELDED
L—
BILL OF REINFORCINd
STEEL '0
MARK
SIZE
N0.
LENGTH
BENDING
101
#4
Varies
6'-3"
BY PRESTRESSOR
103
#4
6
6' Less than span
STRAIGHT
STRAIGHT____________
STRAIGHT
BY PRESTRESSOR
*104
11/4"m
#4
- I_
4
36'-0"
35'-6 "
3'-7"
105
106
#4
36
*BAR 104 SHALL BE A SMOOTH ROUND BAR OF STRUCTURAL OR
INTERMEDIATE GRADE STEEL WITH COARSE THREADS AND HEAVY
DUTY NUTS, QUANTITIES FOR ONE SPAN.
o SPAN VARIES (See Sheet 1) 26'-28'-30'-32'-34'-36'
BENOINA DIAGRAMS
3'.8"
- 4
BAR # 101
NOTE: ALL DIMENSIONS ARE OUT
BAR #106
TO OUT.
BILL OF MATERIALS
ITEM NO.
I T E M
UNIT
QUANT.
ASPH. CONC. S.C. TYPE II (BY OTHERS)
TON
8
H.S. DECK 15""
S.F.
Vari_e
CONSISTING OF PRESTRESSED SLAB UNITS
-
4'-0""X Span noted on Sheet 1
EA.
9_
_
REINFORCING STEEL #4
LBS.
Varias
CONCRETE 3000#
TIE ROD
CU.YOS.
Varies
EA.
1
--°
___
26'4.39 / 28'-8.89 / 30'-1.38 / 32'-7.87 / 34'-8.36 / 36'-B.85
26'-936 / 28'-1008 / 30'-1080 / 32'-1152 / 34'-1224 / 36'-1
*
QUANTITIES FOR ONE SPAN.
TOTE: ALL QUANTITIES ARE FOR ONE SPAN
- GENERAL NOES -
DESIGN SPECIFICATIONS A.A. .H.O., 1965 LOADING H-20-44
1. ASBESTOS GRAPHITE PADS 9" x V SHALL BE FURNISHED
BY PRESTRESSOR.
2. AFTER SLAB UNITS ARE IN CONTACT, TIGHTEN NUTS ON BAR 104
TO 500 FT. LBS. OF TORQUE.
3. DESIGN OF PRESTRESSED UNITS SHALL BE THE RESPONSIBILITY
OF THE MANUFACTURER, WHO SHALL FURNISH DESIGN CALCULATIONS
AND CERTIFICATE OF MANUFACTURE TO GENERAL DEVELOPMENT CORP.
4. ALL EXPOSED EDGES SHALL BE TOOLED TO A i" RADIUS.
5. ALL EXPOSED CURB FACES SHALL RECEIVE A CLASS I FINISH.
6. DECK UNIT SHEAR CONNECTORS SHALL BE DRY PACKED
WITH CEMENT GROUT.
7. ALL CHAMPHERS ARE 1"x1" UNLESS OTHERWISE NOTED.
8. COST OF REINFORCING STEEL, DECK CONCRETE. TIE RODS, GROUT,
TO BE INCLUDED IN THE PRICE OF PRESTRESSED DECK.
9. SIDEWALK CONCRETE TO BE PAID FOR AS CONCRETE 3000#
(SEE COVER SHEET)
10. REINFORCING BARS #103 TO BE PAID FOR AS REINFORCING STEEL.
(SEE COVER SHEET)
4,
F/L E 0 uu.�
40' -0"
6OF,
, 6'-0" 6'-0" 1 6'-0" _I_ 6'-0" 6'-0" 6'-0" 2'- 'I --- ---- 111 ", 6 HOOPS J@ 10" 0. C. • 1 6 HOOPS @ 10" 0. C. 6 HOOPS @ 1n" n r. „.
Of
-- J L- —
I; I
L— - J I_ _IF
—I
i+ I
I t l
-
I+
I -
- ::1
-
1SEE DETAIL - A
1�
L�-
0
3° SEE NOTE
B-701 n- +ul lur ul o-,U[ CUIIUm
TOW (8-601 @ 40" O.C. in Alternate Bents
Location as indicated on Sheet 1.
B-401 I B-701
CONC. PILE
ELEVATION
INTERMEDIATE BENT DETAILS
�n
1 II
N I I 2 U PRECAS DE K U TS LEVEL
- I � A-407 in KEEPER CURB
-
I
I I
Utility opening both sides
of bridge, to be filled
with brick & faced with
smooth stucco finish. �— -- CONCRETE PILE
ELEVATION
ABUTMENT T
t OF STRUCTURE
A-402 @ 20" 0. C.
A-401
r1 'I 1 'PREMOLDED EXPANSION MATERIAL GRAPHITE ASBESTOS PAD
zA 1Zrr _� I I '4' 4"
-402
T DECK UNITE DECK UNIT �I DECK UNI T V Ate- TWIST TOP CLOSED
d'
—• ''/a" PREMOLDED i M- 9"x4" GRAPHITE WRAP DOWEL
1 EXPANSION MATERIAL i ASBESTOS PAD • • N I w/2 LAVERS
A-601 I of 30 Ib.
M B 601 • • • • o SMOOTH FELT
I I A-401 B-401 I• I "'
TOP OF CAP
M
-- —� )-- • ---- • W II
1 I
PILE 7 U
PILE PILE
4-1
8-702 1`•6"
30,
SECTION A- A SECTION B- B SECTION -� B-601
N
j IV I m y" NEOPRENE
NOTE: Outside pile battered tI PAD
30 (5/8" per foot) Bo I t I _ 6°� I NOTE: 2 Keeper Angles
from vertical. w/Nut & Washer for each inter bent.
KEEPER ANGLE (Galv.)
DETAIL -A-
END MARKING DETAIL
r NOTES:
A. REFLECTORIZED WHITE "CODIT" PAINT
A-406 @ 12" O.C. MANUFACTURED BY 3-M COMPANY.
B. CONVENTIONAL BLACK MASONRY PAINT.
A-50 C. ENTIRE SURFACE TO BE PAINTED, WILL FIRST
BE PRIMED w/OIL BASE MASONRY PRIMER.
0. DIAGONAL STRIPES TO BE ORIENTED SLOPING
— — DOWNWARD TOWARD PAVEMENT C 45 AND 4" WIDE.
BOTTOM A-404 BAR TO BE CUT IN FIELD TO
CORRESPOND WITH UTILITY OPENING.
40.24"OC
FIELD
—� BEND
A-602 A-603
A-401 A-501
BENDING DIAGRAM
Fr ® II �
II JFq
NOTE: All Olman11,110" are Out to Out.
REINF0RCING
SC
U t E
MARK
SITE
BEND
L A
®
CTOM
L
A 401
®
q
d,.
#- r,
A-402
#4
20
ST.
"
.
-
-
-
9'-3"
A-405
#4
18
ST.
-
-
2'-9"
A-406
#4
12
1
11
7"
A-407
#4
4
ST.
A-50f
Ei
12
a
V -6"
B -9"
-
I V -3"
A-462 -
#5
8
ST.
-
1'-0"
A-601 *
#6
11
ST.
-
-
-
1' -6"
A-602
A"6
8
ST,
-
-
-
37' -0"
A-603
#6
2
' "
11
8-401
'#4
42
18"
2"-0-
. 211 rr
' -0"
B-601
#6
If
ST.
-
-
-
1'-6"
B-701
#7
8
ST.
-
-
-
3911
B-702
#7
2
331
1'-2"
2`1
V-10"
44'-6"
QUANTITIES ARE FOR ONE BENT.
COST OF ANGLES TO BE INCLUDED IN PRICE OF CEMENT.
* Required for one abutment only.
ESTIMATED QUANTITIES
ONE INTERMEDIATE
3000# CONCRETE
0.7 CUBIC YARDS
REINFORCING STEEL
lion POUNDS
ONE ABUTMENT
3000# CONCRETE
15.2 CUBIC YARDS a
REINFORCING STEEL
1263.5Z POUNDS
NOTE: BAR A-501 TO BE CUT
IN FIELD AS NECESSARY.
FILE 7004
6c2
SEE NOTE I
I�
CUR Tq IN WALL
SECTION_
THRU AIAL.L
N 0 T E S;
I. -WIDTH OF CURTAIN WALL PANEL
TO BE VARIED TO MATCH PILE PLAN.
2.-LENGTH OF CURTAIN WALL VARIES WITH
DESIGN AND GROUND ELEVATION
MINIMUM PENETRATION TO BE 4' )
NOTE : Length of shaat pile be confirmad by Engm¢er
Face of sheaf p1/e be g1v¢n o fine broom finish.
Bor 506 bend
ofi`¢r w¢/ding-
603
Field band
DETAIL A
,TYPICAL LIFTING SLOT
NOTE: Faca of curtoln woll sholl
be glven o fine broom finish.
DIMENSIONAL NOTE
L¢ngtb of curtoln wolf Moll
be confirmed by the En9/neer
I
[for 507
14AICHQq PILE
ANCHOR PILE LAYOUT
/o', to i0 +
®B 15'- o" A
16 - 501 0 12' O.C. 3"
o; o
N \
B1-0 1 Bor 503
SHEET PILE
3' II
.SECTION A -A
TYPI CAL JO/A/T DETA/L
Anchor plle
SECT/ON L
Bor 504 C@ 4' 0"0.C. I' O' Bor 505
Tool io 4'radius
�o
Weld and band
7b onchorplle.
onchor p/les (-z Bar 506 Cz /C' O" O.c.
20= 0`o.c. See d o// hooked and /n p/la cop
exposed porf/on fo be
d/pped � wropped
PILE CAP � ANCHOR
BILL OF RE1NF019CI1VG STEEL
MARK
SIZE
NO
LENGTH
BENDING
601
# 6
12
/4' 3 `
Strolght
602
05
/9
6'-/'
Stro/ght
603
# 5
2
3' 7"
Bent
501
# 4
16
2' B°
Straight
502
# 6
6
14'-6'
5troi ht
503
# 4
2
3'- 7"
Bent
504
# 2
1
2'- 0"
Bent _
50.5
* 4
4
/ones
s'rcv 2ht
4506
# 6
2
161 0"
Bent Per anchor
507
# 5
1
/6' 4'
Bent Per onchor
BENDING DIAGRAMS
J� �v
BAR 503 BAR 504
BAR 603
/7'-0'
BA R 507 BAR 506
BILL OF MATERIALS
TEMNO
ITEM UN/r iQ1,ANT.
ONE CURTAIN WALL
300 3
Concrete J000 s
C. Y.
19
500-5
/n brcl s, eel # 5
lbo .
172
500-6
n o #6
/bs.
192
ONE ANCHOR PILE
300 3
ncrata 3000 #
C. Y.
0.2
500 5
R¢mforin Sf e #5
lbs.
/7
500-6
A n #6
lbs.
54
ONE SHEET PILE
300-3
Concrete JOOO #
C.Y.
0.7
SCi� 4
Reln1lorcing steel # 4
lbs-
36
500-6
r n #6
Ib5.
130
12' P11-E CAP FEC7'10N
300.3
Concrete 3000 #
C. Y.
0
500-2
R¢InforC/n Steel #2
Ms.
2
500-4
-n r #4
lbs.
32
7
1/2"Chamfer -4 Bars 6'- l" Ion q
O
n ro2 hoops d— L
G 9
2"
2'-7" End of chamfe
HOLE for bolt (close f/t reg.)
II o
2hoops
3" 1/2'Chomfer #48ars 6'-1 long
I ' Y
j TYPICAL ELEVATION �a
1/2"Chamfer 2Hoop bars 7
'n
on top 'a4Bars 6Ll"long
SYMETR/CAL ABOUT 8"5 11
�_14
N DETAIL OF CONCRETE POST
r.\M SCALE
a
I
II I�
�i II
I' I
I
r v
12 i4
RAIL ELEMENT SECTION
FULL SCALE
/2
2" 4 // 2 21
27"
l2 �2 lap �8"shoe
IL
0
I 3/8 "Radius
CD O POST BOLT SLOT 614'
O O / /!9"
2"q/4 .p/4„
jIL O I O_i � r—
`� 29/ 64'
Radius
SPLICE BOLT SLOT N
SCALE: 1/2"= l"
RAIL SPLICE DETAILS FLARED END
SCALE I %2"= l' SCALE:
Splice bolt 5//6 l 1/4" 2l132"
Post bolt 3132"� ril r�
5/8' //Threads
+ ` -
h
�5/Bk7ie'o�a/ HEXAGON NUT ///
ll/32� 5/32"deep X 15/18"dia.chore
SPLICE BOLT -POST BOLT (some except for length)
BOLT & NUT DETAIL ;
SCALE: 1/2"=
F/LE 7UL t
tlI A 6
L _
B
F/a.'a' b¢r/a
Bar /03
Corru9a1001 surface 3'-o"nun.
SNEE--T —PI L E
-#t..
-- SECTION A ,4, SECTION BSB
G rou/ �? 4 sand : 1 cement
i
i
I
TYPICAL JOINT DETAIL
� ' � 'BUfknita0
f1nC �'oY/vll2
..- --261 .: 1 _
ANCI-WOR /DlLE LAYOUT
Expansion jo/nls In cap ;o
be dl SO' _' --�
- Bar /05
Bar /04 c, 4'-0" o-c.
/-Tool to 4"radius
Wela anGer, c' Z A
/ G -
0
/0 anchorP/%a
!� Bar 103
Bar /06 e /0''O" o.c,
hooKed end i�hru Bar !O3 she, P/le
�I
t/nf'l/¢ cap. fJlposeo/
/oorfion to be encased
in a p/dSt/C Sk¢vE
S corru9a><¢d surface
PILE CAP ANCHOR DETAIL
}
` Bars /06 banal
/ afta� waidi/�9
6•' 3
h
Bar /07
ANCPOR' PILE',
BILL OF REINFORCING STEEL
hIARK
/01
102
/04
SIZE - NC.
—"6 -6
LENGTH
BENDING
- —
-
"2
sfra�& --
Banl
/
- 0"
---105
_
_2'
_
lab -16 -- --2. -
/off
"?
l
Ib'
Ber1f er
Steal rayu�r¢d fvr a 3' c' iRc�f>S oJ�-Zi,,Verxo/ <, .
* ro3 • 2 - 26' /enyfiu (SO' �` /',�b � /¢n9fb flat�an evPnn
BENDING DI GPAA4-g ,
BAR /03 A94P 104
T
BAR /07 BAR /06
Y
GENERAL NOTES
Exp"osad.Pa�fin/i dar /Ot, k he encased in a ' r
plastic Sleeve '' A -
-
A
2. C¢ny!`% of sheer' P//e sle, 6¢ a"firmcd 4�v Jtfx a
Enol:: eer.
BILL OF MATERIALS.
ITfM No I7EM - ss uMlf
QU,gN7
F00-_3
2
-__E'�1fR_ 3' s�c_r�oN--_
CoraCrat¢ 3000 �1'
Reinforc/n s%tv/ 02
C 1'00
lk
PER AAICNOR�
300-3 Concrelle 3000" -_ ---
Rarnfarcm steed *3
6 �Qs6
Ib/7
1005
lbb
.
FILE a IOQOD'
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