HomeMy WebLinkAbout1988 Weir, Walkways & Grates Water Control Structures (Box 19 #136)t ,
f
i 9CS
DRAINAGE RIGIIT M WAY
TRACT
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t! 2, 23 2z to - to 19 ,{ T
26 9p -•1, / IT1 14
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t' 2,"
! t! c 7 Is 1 It A9'7 s ' ' 3�~ C/S'AA1iE.2�TYP�
493 °E 13 3/4" nlxxM E� (IrYR)
14 I
71 2 ] Io z ; ° 11 "I, o,, - - . _ I • ' • , e . ,.J r ' { 'I ' r ^ '
7c5 R/w = Iz .4 ' .�'_. � 4 to •. . 16 ,�• d, - 3 � I I ( i � '
1` 592 / -I ' ' .` _ cr!
MALT2 AVE 10 1 { T { S is t T f i ' T4 1 fA ,. - , I I I J - , a 6 ' • ,
—71
! .16 If T 74 .d - - , '1 : Q � J-
f ! to n .Iz 13
:f 6 I. Is J15 ! s lots EXISTING I I I EX/STING 4 �— — — �I t 1 Q
Con�c,eETE CAP I I I O v CDNL'AeETE CAP ra I
• is c ! st �- 23 1e Is ID t I ` ^ b `. f d A I �� I , , X
! 1 2 3 4 S 6 - - 4 _A Q
. 10 I 24 , ! e k !! S77 ¢ 22 t1 14 11 f ` r --
1Q
1 13 10 ~ 1 !4 i 1 IG { 1 u 21 ' It f
12 DOVGLASS ArENUE 10 y 4 1 ! • • , _ 'j - - - - .
22 11 4
_ —1' 17 21 F 21 20 I1 ` a e _ • i I I I I , Q 1 , • ,
20 t i 22 1! I2 ,
6CS 14 If . _ - I ! • ! . -
D,� LF
1! 3 t3 If 13 -
•TNFNS CT to T 10
,s �� 4 24 17 p
.4C5 5CS I! 21 576 I7 7 - 5i3101{ 21 { 11 -
YR. •%• I6 If 22 23
q
IT tt
I s 't /�4 STEEL FLDOR PLATE //411 STEEL FLOOR PLATE
:]u5 q2D ,{ 175 5 Z ,{ ISN M,1E[6 IJ/AIMONAP PATTERN,. Me-LOED yYELD STIFFENER TO : I6 ! ID ,5 !7 5 69 ] BOTTQM OF FLDOR PLATE / /Y/O TERN W LDED
tc-�- { Is 1 r7 ' n It n to f t
= 25 D•RD[N CS 14 , e ORAINAOE •RIGHT o WAY
a t Is TO BOTH 3"X 3"X 3/8rA STEEL TO BOTHD3""X3'X -9/g" STEEL
' 1 13 !.. e 1 : ! 457 6 7 . ( 2t _ -
4 565 1 I{ ANGLES.
I2 10 STR•TTDN Avt N,A ANGLES,
rl
• , '4, - ! I{ IT 16.' IS 14 3 It 11 10 • e ! f ,D -
1 1
to 11 7 It
tENFR6E 7Efq.ICL_ , It 6 ( .. , — — — _ - t _
Is
10 t] !2 tl 2011! i{ 17 I6 16 4 17 569ur-A:.
3c5 C ] 1 4 f ' { . 7 { ! to- 11 It • 3 14 I6 I 4-1
a'`, 13el6 Es ry , 3"X 3"X STEEL ANGLES _ s d
ARCAoI•
I115 7 4J S 42 41 IOt ]f !{:31,!{, !] ,4 t 1 16 a - I ri a, _ ', •b. j '� , _� 4' .` .. j .'1' a •'.' /i. .., .•• =
I{ 4 T=- !3 17 I u _ A7iACHEP /v/2 'fEz, HEQ.V d "ANGLE ' 3 x3"x
- 5 - ` 1
1
17 11 4 7 { T { f 10 11 It 13 14 1! !t DRIV - -
lo Ic 31 - S�EE!/E ANCHORS _ - _ Q _ 1 STIFFENER 1
, ,4bI13 IDEA DRIVE 11 ' i s° to,26 27 26 /. ' - �. LEiVGT 1 to
Is 4168 14 1! I{ . 17 1. I! fTN- /AC3D- /,Z' ANCNO/t D/.IM. t Q I/ AND
l' 21 tt 23 ' t4 i r l• '454 - �/ •3 " - - Ne/M,6OR VAR/ES
21 'fir , N.
� - I !] If' 'f c !0 21 . 22 23 t4 Its -
%:z .! ; : �s " -� e6 DUNc•N slRrn ' d e 1
it t l
1
23 , 1! —_ m _ L i7 If 17 16 I{ N I] 12 ' 11 1 p 4
t4 4 4 3 { (— 453 '
3 zf I •, F F I �.
I COURT _2! 1 2 f 4 S 16 7 f ! .y
�J /12 _ f - DuBAN 7TAEE1 ( - •^ - .7
IO 17 1{ If 14 I3 It 11 to ! ( _ - , . • .i _ '� ' _ .. , 1
Af
IcS
- I AEN•R•eR• •vENut - EX/S'l-/NG COlSIQ/eET•' C4,10 ' 4 '
d ' EXISTING CDCRFTE CAP. ' „ I
-
KEY MAP WATER CONTROL STRUCTURES 3CS 5CS 6CS IOC WATER CONTROL STRUCTURES 4CS 7CS
LEGEND:
N.T.S. (SEE TABLE) ( SEE TABLE )
ace = WATER CONTROL STRUCTURE N° 3
;. Parer weld! G
L 3 a 3 Ir
A" Flner weld! Top
�"y� ( L3it3xA
ll It 1
• : ; 31- I I" S. END
....+ II A I1
4too
_ I
I I I' 2y GdtV. P/
1. .. I L3x3x6 , — —
•' I to % Midspan support N _
— 8 1 P%"G,e[v,,q• a ,n � ..
_HN 1230 Sleeve
A. o a_ O V �, Anchor' W/,'gI/16
. 1 ' _� Bolt .�
TABLE
{HATER CONTROL STleilerelRA5 ME/RS
CONTROj_
C,e es r *
REMARKS
STRUCTURE
LdNarq
3 CS
Tz"
2 ST/fFENERS ROQU/RED
EQl/ALLY 5/.9CBD
4 C S
/ 2 "
ND ST/ffEN6R Rfq [//RED
5CS
.2'f"
/ 9�/FfENER RE9D,
C6)vTEL of CAP
C 5
F.
60
2 STIFFENERS RCQU/RED
ElUALLY SPAeED
7CS
1,510,
NO sr1rx ENER ,QEP1,ff-D
/0 CS
36"
/ STIfFFNEX VEgU/ACED
CENTER..Of CAP
-i
/VOTE
I
1. /QEMDYE ALL RUST F.eDM STEEL t'LATE -
14/YD ANGLES PR/ME AlYP PAINT ALUM/NUM.
2. TF'//S PLAN WAS PREPARED TO COMPLY Wlr'V
THE C/TY OF SEBAST/AN PUA/CH L/ST DATED 7-5 -88
AND APPROVED By T/HE C/TV ENGINEER ON 9 -/!o -88 ..
F
SUMMARY OF QUANTITIES
PERF. DRAIN
NON PERF
STRUC.
NO.
PZ-10
SHEET
CLASS II
CONCRETE
REINF.
STEEL
FILTER
GRADED
SLOPE
PROTECTION6"
PIPE
DRAIN PIPE
NOTE
PILES
SQ. FT.
3400 P.S.I.
CU. YD.
L5S.
MATERIAL
CU. YD.
g' UMAT-P
SO, YD.
L.F
e"
L.F.
6"
L;F.
8"
L.F.
A
SLOPE
I
3 CS
3225.9
36.20
2456
16.44
22.5
37
12
T
� � (YP.)
4. CS
3919.4
43.70.
2922
3.56
35.8
6
27
x
1 I
I ALUM. BULKHEAD CAP (TOP ELEV. 18.0)
1 ALUM. SHT. PILE BULKHEAD
5 CS
1742.8
21.20
1447
6.67
15.7
13
12
X A
-
ALUMINUM TIED BACK
6 CS
1431.6
18.40
1275
54.67
20.8
60
61
230
0 A
j
BULKHEAD ON C OF PROPERTY
' ( BEHIND BUILDING LOTS. TO BE
'
CONSTRUCTED UNDER SEPARATE CONTRACT
I
I
7 CS
8451.2
87.80
5838
24.42
14.9
53
12
31E
I
i
o C12A OR
iv 1 10 RZ 10 'SECTIONS=18.042 =roil
10 CS
1245.0
13.00
928
26.7
NO FILTER
TOTAL
105.78
136.4
169
61
63
230
`
_ �-\ �• � � • � / • �-�
FILTER PACKAGE
I AT 2'x2'x4 CONC. PAD
I AT 6" PIPE CLEAN OUT
I AT 6" 450 BEND
AT 6" COUPLING
6 CURVED ALIGNMENT
0 PLUS
AT 8" TO 6" REDUCER
I AT 8'COUPLING
50 LIN. FT. 15" CULVERT PIPE
2 FABRICATED SHEET PILE 450 BEND
SCHEDULE OF SHEET PILE DIMENSIONS
STRUC.
NO.
N
P
Q
R
S
T
U
V
Y
3CS
r 88
158.7667
0.7916'
0.294'
0.176'
4CS
26+
48.2425'
49
88.4042'
0.9167'
1.5417'
33
59.5375'
5CS
38
68.5583'
0,6250'
(-) 0.315
0.784'
6CS
28
50.5167'
0.6250'
(-) 0.404'
0.873'
7CS
256
461.8667'
0.7916'
0.2446'
0.2246'
IOCS
37
66.7542'
_ _ - J
C128
I10 RZIO 18.042
SCHEMATIC DIAGRAM
STRUCT. 4CS NT.S.
CQ
o_
N
0
,
Ld
U
Q w -
a3
55/8" 5 5/d'j WEIR STRUCTURE
I
- TYPICAL RETURN END FOR WEIRS AT
PLAN VIEW SCALE 1/2"=1'-0"
DISTANCE TO PROPERTY LINE VARIES
SEE SCHEDULE THIS SHEET
U
ELEV 22.2
'--
I IT-
I
ALUMINUM
BULKHEAD (SEPARATE
CONTRACT) I
RZ-10 STEEL
ELEV. 18.0 BULKHEAD
B I B
I
APPROX. GROUND LINE (VARIES)
COAT
ALUMINUM APPROX. WATER LINE (VARIES)
(SEE NOTES)
I
ELEV 14.0
VIEW AA
FRONT VIEW SCALE 1/21=1'-di
LOT ELEVATION
VARIES ± 22.0
3" MIN.
4CS, 5CS, 6CS S► 7CS
w
J
d
Z
O
(D ~
Zw
ZW
w U
a -a
w J
(n o
w
Q aX 21-6 of
Z-1
-
Iw
DRILL ALUM. SHT. PILE FOR
o
Z
I
PASSAGE OF TIES
w
m
+3 a na 18" C.C.
4- *6 VERTICAL
Ln
e , :
2" 19' BENT FL W/ 2" RETURN LEGS
o
I
a
STRAP ANCHORS a 18" C.G.
Z
(V
W
o °
WELD TO SHT. PILE
U`
a
I-
• -
TYP.
J
�
Nuj
J a N U
(� u3
f
.�.
OUTLINE OF
BULKHEAD CAP
ABOVE
SECTION B B
SCALE I"=1�-0��
A, PORTION-. OF SEBASTIAN HIGHLANDS
UNIT SEVENTEEN
SEC 19 20, 29,3 TWP. 31 S. RGE.39E
AVART, INC.
Wi M n Ate. �/ 1
w�, tioa�o+► s�+r
FACLMDOC^-0060A100 PSGOOMM RE 0214171
ATE OF FLORIDA
AN CONFIGURATION A.J.M. OATS O�G •� OWN Sr RELEASEO BY SNEET N0.5
SCALE I C1l'0 or JAPPR or 5 OF 5