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20 P1 LE
MIMELEV.GENERAL DEVELOPMENT CORPORATIOW
PalIAMI FLORIDA
-
I�G E OVER. �_0 LL I E 1Z� : CR EEC,
LAKE DRIVE.j
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�!A7ER ..r39C_C GNA TD l 0 RA BLUEM
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1301�1: C1V !!E�r/Gi:._ C.V. /?M. REG, ENGf�, No 6S4) IA I; FL�3RE@Ai:
ad ..aim BY_ �r5C�t1 �t N_ �CW'D BY APFR.9Y OATE:JA • CWD BY. RELEASED M. 311ILT (dD e
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3-3
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See Suoerstructure Sheet
END PQS T
See Superstructure Sheet
562 SaDerstra&ure Sheet
TP/,CLE
END RAIL BRACE AT DJ O WALL.
/d Pasr
BA Y SEC T, O/V
r sce defa/l
'(8 Q /oq 'bolt, w/wash¢r "/or
w/ /¢od shleld
2 ".rid. alp
See S� erstructure Sheet
S,. X 5y8" X y4 calo P%ie _-,\
(f,�-N TEl4) POST_
END Fri lG A�ACE DETAIL
-4--- —,{ _-- -- - _—See Su�erstrueflJre Sheet
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DOUBLE BAY SECTION
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540 2" 31ac,� pioc 1,1a1766-rri% zr,& so e t/or,
j40 2' Blanc IcIpc har7cr>a!! cc;7il ,- sc-c f/o
54 0 2" Block pl r, e " lor. r
5401 //11 "F/GCk 1060C 4 " /on AS NEEDEC --- 1510 1 6"x4"x /2"' plote
p1pe
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Drill, 12 P ho/Q.E
2" Sro' b/�zc% Pipe i
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'AIL �� END PAIL DETAIL zeta
approved by.
•BLACK PIPE 5" LONG
INSTEAD OF 4" :N 'AWL-) R. A. ILMN
69 Drawn. ik. C'KD: CB. hg."•n naSati
t' s/I�c1a A
S' Iurrs
A I"plleh
AV- 5 Y�Q s/oira/ Ii¢s
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Itia x1rn Llm /Q/7/for slny/e 1,0011-?11,c/ck- ulo - 50'
1/ X // �� , Mct,�'�mvrrr /ergy1h /or o%u61e looi, lolc,� vlo 7,
5F 'F S
PRECAST PQES77RESSE-D CONCRETE
S turns 8 S �uri�s
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9'° /cli 16 Tuns 3„ f>/TC7 i '` /„
No. 5, a?e s1012"al ire s -1 _
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l6 X. l6 P/L ES /1�Iay', r7 urn /enr//h /or WINTale/001i?l p/c ' �� - CFO ` SEC Tl CAN B' �
PRECAST PRESTRESSLD "'CONCRETE
Lenclh-- L _ (•/le 1e12114s /I0/1a zxc¢ea/So')
O.2/ L O 38 L 021 L
9--sue`- + 91,s
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P&ECAST PRE'S77RECSSED CONC ` PETE PILES.
S Qclflca�lons : A A S N. U. /967
Concrete . C/ass p, f'c _ 50001v. s.1• , f & 1 = - 4Ooo p ,s /.
S /ra% Ties : Spl rc lo' shall 6e fled /o C// corner
Chan her : Provicle % " ehal7her car a/!'
aS o�/?Q rl t l qc /2olea
Provide 44,10 Dowels
3'-0„ Lon9
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r cro/dI/o/%'cr/ o�rrvir�c� is reyurreu,`�
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TY,DICAL SU/L.D -UP
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IVC'L�T PICK UP
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10'Incl;caale /oroper1,00j"2ls for cTllr,chinc/
1112Q.S.
ViC lYf/?A J 1� TS
fcr
1DREC,4,ST RE-INFORCED coNCA?, Tf- PILLS
cortcrclo "WOOP.S. t.
SpircrrJ Tics : Spfrols a4rall bo bod f0.-9// /01lyIIU01112al
/s Ski//J/ra/s t//rlcy// 6¢// rr c e �vrt indfviUt✓cr/ ao�s
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GENERAL ®EVELOPM.EN'T CORPORAT16
2028...co,rat wad `` m
approved by: drawn biy >
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LEVEL —'
dell
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DETAIL BOLT DETAILS
A -I B B A A B H A -I
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.. .. ..
SCALE - I1i2"= 1'-0" SCALE -- 3"
TYPICAL IVIN
NORMAL TO CL OF ROADWAY
SCALE - 3/8"= i1-0N
SENT BENT
ROADWAY
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SEE. ' r,iElT 1 97
._ 1/41/ LEVELING COURSE i
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3/4" f CAMBER
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BILL OF
"'G STEEL
REINFORCIN
F •
LENGTH
IF
SENDING
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♦ as
BY .. ! ,.
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STRAIGHT
-STRAIGHT
meamullm-
off-6w, Dim,
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I I i NOTE: ALL QUANTITIES ARE FOR ONE
r , r SPAN
®, ► I j GENERAL NOTES
�.
tj CLDESIGN SPECIFICATIONS A A S F#.O. , 165 LOADING H-0-4
,
i. ASBESTOS GRAPHITE PADS 6"X I/4 SHALL BE
FURNISHED BY PRESTRE5SOR
I
2 AFTER SLAB UNITS ARE IN CONTACT, TIGHTEN NUTS
I I I I ON BAR 104 TO 500 FT. LBS OF TORQUE.
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3. SIGN OF PRESTRESSED UNITS SHALL BE THE
�. DESIGN
F THE MANUFACTURER T.,.
RESPONSIBILITY O , WHO SHALL
FURNISH DESIGN CALCULATIONS AND CERTIFICATE OF
i } MANUFACTURE TO G, D C
4. ALL EXPOSED EDGES SHALL BE TO-OLED TO A 1/4
1 �I RADIUS
L I L_—_L____'_
__ a _ _ _ — _ _ _ _ T T - 5 ALL EXPOSED CURB FACES SHALL RECEIVE A GLASS
ISa 01, 15-0 I FINISH
----- _ • ,
a IY
IT 3n'_.
6 DECK. UNIT SHEAR CONNECTORS SHALL BE DRY
i PLAN
• PACKED WITH CEMENT GROUT.
+ j SCALE ,/ `_ II r,a
` 7 ALL CHAMPHERS ARE I11XI" UNLESS OTHERWISE NOTED.
4�>z a�iz 8 COST OF REINFORCING STEEL, CONCRETE, TIE RODS, GROUT,
TO BE INCLUDED IN THE PRICE OF PRESTRESSED (DECK.
R
a •
TOP OF CURB r�� fr IZ 3„ S'� i2
2 -O
_ 3 WIDTH SLAB UNITS MAX BE SUBSTITUTED FOR 4 UNITS IN ORDER
BAR Ir6 ar 12" n c To,MAKE UP REQUIRED WIDTH F BRIDGE.
1 ,E4 ED D H 0
HEAVY DUTY NUT Ek TIGHTEN NUT USING 500 FT. LEIS
4„X 4i1X 3/4" WASHERS, r—---TOROUE CUT ROD B GROUT RECESS,
103 % - BAR 5
;. ,
if
A� - - - -
1
3"X tP4' AS$ESTO$ GRAPHITE PAD •.' a o. __--- !1 X 5!a X 3!t RECESS IN EXTERIOR
i f
L WREMOLDED EXPANSION L i 9 1/4 CURB MATERIAL E —� FACE OF CURUNIT ONLY
DECK SILAB —
`�
SHEET 7 FOR DOWEL DETAILS
\-—BAR 101 AT 15" OC
F•-
BAR 104 GRID...
CURB ,..R A 1, N DETAILS
DETAIL OF BAR 104
E - 66
SGAt.E — 314a M la— Q,� _. -- --t41' SO CONC PILE
••68
AT UNIT A-1
I 0
I T R I
N E ED E BENT DETALS SCALE
IAT - 3/4i1= I'-0"
mvisions
" .. SCALE 3/4"= I'- Oft
1 ��.
S LAB
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#7 3 BARS & 2,V4* C.C. T
TACK WELDED
BRIDGE
GENERAL DEVELOPMENT CORPORATION
� •r. 1400 P (I )
_
^
QUANTITIES
DS
Twist 7pp' Clba 4 Wz' e
Wrap CbwvT W12
Top t Crap
Li
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Bf1V®ING D14GRAM
.A
4
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hloAz:,411 dimensions or¢ ouf fo
0ut
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REINFORCING SCHEDULE
REINFORC/NG ,� C'I-�EDULE
MARK
M,4 RK
S/ZE
SIZE
N9R Q
N s R l�
N0/
fJt7t
A
- .4
B
B
T LE
T LE
A�- �a�
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42
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A - GOZ
A � 402
�'1� 4
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l 4
St.
St.
-
� _ �p
- O'
9' - 3"
A - 404
A � 40�
A-405
� 4
/6
S1-
-
2' "• 9'
A- 606
�k 4
12
I
6"
/,-7•
- 9"
A - 407
t 4
St
-
1' - 6"
A � SDI
- Soy
t 5
�r 5
l2
l2
�
1I
t'-SM
l'-6"
,,
A - 501
4 ~ S02
�t 5
� 5
8
8
St
S�.
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N
A • 607
� 6
8
Sl.
-
31' � 0
A-&03
� 6
!12'
2-4
A - 604
�k 6
17
�
12`
S„
7.1
� ^ 601
� �
B'-
St
B - 701
* 7
8.
6"
8-702
* 7
2
IIf
/-�
3$'- 6"
C�1✓an��fie5 ,�r¢ f'or Frye benl`.
Quontiii¢ s .��e for one. beef
¢a lx� nc%�� ; r r.�c: � o�Conct¢te .
Cos/ oPoc i¢s to lag Jnci;�d r roc¢ o�coner¢te.
E s rIM,a TED
ORfE INTERMEDIATE fE 7"
3000 CONCRETE 6. 3 CUf31C Y,4RD5'
REhJFURC'lNG STEEL - - - 1 AD ND9
ONE ABL/TMENT-
3000 � coNeRIErF 13.8' c 1C WaRDs
RE/NFORCI rV Q `STEEL /D 97 U
N -
UCfc'0 Yi/lrf) Sl7?OOT
su k
c r c � . a n sh
I BRIDGE DE NAf DN T /L
A 60,E � 36 QC ,
NOTE Bar to be cu
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MIAMI FLORIDA
ATT7, To
UCfc'0 Yi/lrf) Sl7?OOT
su k
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I BRIDGE DE NAf DN T /L
A 60,E � 36 QC ,
NOTE Bar to be cu
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MIAMI FLORIDA
ATT7, To
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GENERAL DEVELOPMENT
CORPORATION