HomeMy WebLinkAbout1770-4V
a
DEFKWTION
TERRA AQUA GABIONS are rectangular, compartmented containers fabricated from a triple twisted hex-
agonal mesh of heavily galvanized xcxA wire (River Type) and with an additional RVQ coating (Sea TypeY
ULVAN= GABiONS PVC QA
( mom) (S" 'IV")
COLOR:.GRAY
WIRE
Wire conforms to Federal Specifications QQ-W-461. H, "' Same for River
. Finish 56 Class 3 and ASTM A641.
color. 6011 es used
iter f3FE _ ' ,' v elastic label inserted
Wire for selvi
Wire for bind
Zinc coating:
f Tolerance:
I
GAL 1417M TYPE P.V.C. TYPE
H 3J1 x 4i' Same as for River Type .
0.11811 diam. Core 0.106" finish .146"
0.150" Core 0133", finish .173
0.091" Core OA87", finish .120"
.80 ounces per squa oot .80 ounces per square foot
t •004 t .004
O
O�
Q
�
30
I' Est'/ST/yG ?EI�ETiIEil/T V�
N.T.S.
J
INSTALLATION
a"
14, 4R/ES j�tE /yrOTE
sap.
Y4,g1ES SEE A07'E 3 2law"
Level the base to the eleva-
0
CRUST. ,Xa'NT
tion required.
CAy 7;�,0&,y INVERT
1.
IN GENERAL, ALL CONSTRUCTION MATERIALS AND
/MP�PoI�EMF-Nr �SYAW AA�XfT
� Place a line of empty gabions
CONSTRUCTION METHODS SHALL CONFORM TO THE
STANDARD SPECIFICATIONS OF THE STATE OF
THAT A WEEPHOLE WILL BE LOCATED 2'
UPSTREAM OF ALL CUT-OFF' WALLS AND
^'
C-ONsTRUC-T1GN--JOINT
into position according to
TDP A� L/rVEO ,CHANNEL
2.
, • -
the contract drawings.
e ;
s' e
RELATIVE TO CHANNEL LINING.'
IN BOTH DIRECTIONS AT 4' MAXIMUM SPACING
•,
N
` `s _
�_
Wire each unit to the adjoining
Ocie along the vertical rein
ORAS DIRECTED BY THE ENGINEER.
n1
3.
.•
edges (corners) and
2- #1 GARS
4 EAkS /2 "Glc
(TYP WTN W,41LS�
ib
1
ALL CONCRETE .5Nf1 LL
SE CLA-'f✓ A
p
`� ` �m�
Figure 4.
� The I wire shall be
,qOD
TYP
MACHINE.USING TRAVELING OR SLIP FORM AND
CuT-_0,0rWALL l2" Ttl/C!�
\ 1L("vEEP (PL.AGE GUT oFF
_ y around every
' oth mesh ing along
a r, .
/
4.
SAW CUT TRANSVERSE WEAKENED PLANE JOINTS
S/v& sl-�
WALLS 909'MAX• D.C•
nmr
.� rnloops ..
: , ,.�,- and
IN THE INVERT AND SIDE WALLS OF THE
AS APPROVED BY THE ENGINEER. SLOPED
Oe AS _.r*q YWN oil/ PLANS)
are alternated.
/
(5EE NOTE 9)
h
W
FINISHED BY A LIGHT BROOMING. INVERT
To achieve better alignme
finish in '
CUT-OFF WALL. JOINTS SHALL BE 1/4"
SURFACES SHALL BE POWER STEEL TROWELED AND
f° 3To BAP
and retaining walls,
'
Q
,
PQ
�TYR�
' •• /2"
h
' ager: aGne of gabions has _
l been wired together, stretching
�i1LTiPANS
E
\
Gi11WEL5 /8 "o.C. x
is recommended.
To cE�TEf�, S�`E
•JTO. BO 3 �77i'P OTiYE/P DETA/G
�y
0� ,�4
,Q
=RED I/V EAGN GUT-UcF
• Em bion �t placed
USE FILTER Fi�B�PiC �if�sTEAO
Or�3�1c�
�� .,Z d
(' ��='
• ' `
W.QLL (PLACE Gt�WELS ,gs sHGTVN�
on top of completed sections
� 'must be wired to filled. sec-
.
I
� , ; e.
{
tion at front and back.
/
S'DE SLGPE
NOTE 3)
Figure 4.
When the upper section only
J�
) �MsIX•)
partially overlaps the leveler
section, the wiring will
lyFEq,IgLE
done at the pant the
CON5Ti�UG T/oN .X•YNT
�N tv 2 /o
m
front edge of the per sec-
tion t r section,
�S9eF DETA/4)
��
5heeta
and a backedge of
the 1section meets the
TYPICAL CHANNEL LINING DETAIL
- CONC-RETE
PAVED
atheuppersection.
Figure 5.
DEFKWTION
TERRA AQUA GABIONS are rectangular, compartmented containers fabricated from a triple twisted hex-
agonal mesh of heavily galvanized xcxA wire (River Type) and with an additional RVQ coating (Sea TypeY
ULVAN= GABiONS PVC QA
( mom) (S" 'IV")
COLOR:.GRAY
WIRE
Wire conforms to Federal Specifications QQ-W-461. H, "' Same for River
. Finish 56 Class 3 and ASTM A641.
color. 6011 es used
iter f3FE _ ' ,' v elastic label inserted
Wire for selvi
Wire for bind
Zinc coating:
f Tolerance:
I
GAL 1417M TYPE P.V.C. TYPE
H 3J1 x 4i' Same as for River Type .
0.11811 diam. Core 0.106" finish .146"
0.150" Core 0133", finish .173
0.091" Core OA87", finish .120"
.80 ounces per squa oot .80 ounces per square foot
t •004 t .004
O
O�
Q
�
30
I' Est'/ST/yG ?EI�ETiIEil/T V�
N.T.S.
-GENERAL
NOTES
GP7-iDNAL
CRUST. ,Xa'NT
CAy 7;�,0&,y INVERT
1.
IN GENERAL, ALL CONSTRUCTION MATERIALS AND
5. THE INTERVAL OF WEEPHOLES SHALL BE SUCH
JOINT
CONSTRUCTION METHODS SHALL CONFORM TO THE
STANDARD SPECIFICATIONS OF THE STATE OF
THAT A WEEPHOLE WILL BE LOCATED 2'
UPSTREAM OF ALL CUT-OFF' WALLS AND
^'
C-ONsTRUC-T1GN--JOINT
CALIFORNIA.
TRANSVERSE WEAKENED PLANE JOINTS.
2.
SEE SPECIAL PROVISIONS OF ADDITIONAL DATA
6. THE REINFORCEMENT WALL SHALL BE SUPPORTED
RELATIVE TO CHANNEL LINING.'
IN BOTH DIRECTIONS AT 4' MAXIMUM SPACING
ORAS DIRECTED BY THE ENGINEER.
3.
FOR DIMENSIONS AND SIDE SLOPES, SEE
TYPICAL CHANNEL SECTION ON PLAN AND
7. SLOPE PAVED WALLS SHALL BE PLACED BY
PROFILE DRAWINGS.
MACHINE.USING TRAVELING OR SLIP FORM AND
SHALL BE EXTERNALLY VIBRATED BY USE OF A
4.
SAW CUT TRANSVERSE WEAKENED PLANE JOINTS
TRAVELING VIBRATING SCREED OR EQUYVALENT
IN THE INVERT AND SIDE WALLS OF THE
AS APPROVED BY THE ENGINEER. SLOPED
CHANNEL AT 125't O.C. THE FIRST AND LAST
SURFACES OF THE CHANNEL LINING SHALL BE
JOINTS SHALL BE PLACEDf2.3' FROM EACH
FINISHED BY A LIGHT BROOMING. INVERT
CUT-OFF WALL. JOINTS SHALL BE 1/4"
SURFACES SHALL BE POWER STEEL TROWELED AND
MAXIMUM IN WIDTH AND TO A DEPTH OF WITHIN
SHALL BE PROTECTED AGAIST SCARRING OR
1/2" OF THE REINFORCEMENT.
DAMAGE.
PER SggB..C..FwC..Dm STD.. PLAT 192
E
DEFKWTION
TERRA AQUA GABIONS are rectangular, compartmented containers fabricated from a triple twisted hex-
agonal mesh of heavily galvanized xcxA wire (River Type) and with an additional RVQ coating (Sea TypeY
ULVAN= GABiONS PVC QA
( mom) (S" 'IV")
COLOR:.GRAY
WIRE
Wire conforms to Federal Specifications QQ-W-461. H, "' Same for River
. Finish 56 Class 3 and ASTM A641.
color. 6011 es used
iter f3FE _ ' ,' v elastic label inserted
Wire for selvi
Wire for bind
Zinc coating:
f Tolerance:
I
GAL 1417M TYPE P.V.C. TYPE
H 3J1 x 4i' Same as for River Type .
0.11811 diam. Core 0.106" finish .146"
0.150" Core 0133", finish .173
0.091" Core OA87", finish .120"
.80 ounces per squa oot .80 ounces per square foot
t •004 t .004
O
O�
Q
�
30
I' Est'/ST/yG ?EI�ETiIEil/T V�
� efifz
ok �
.oi?O�O.SED ✓/OE' E.Y/.ST. .S/OE
, P� T/E EX/ST. s�` �rPO�OsEO CONC.
9-1r e, F/LL
Uss rs/n/orcomehl for N" 6' 8' lO' r 7/4 9W � _T
Toe of Slope �\ Top o/ We//-
' '
1
Nore De/ail r I .SC�9LE'•' /'y= l0' f/OrQ/Z.
z. F7// Where /�: / surcho�ge excerds i r7
S/g0e S', use Tjpe 2 Re/oining wolf. ' f0 vE�{ T•
1ch S Abx for i h// slopes,
20 Top o/ JoolJny Mo
• mower un6riled hr sbprs s
v
Op/lona/ fooling Lines o/ we//.lop
e Along.t op /!a/hr than
_ H 3�/Roe 60fororSAcv/der '
mMbtch 3'Mbx/or ; /' Angle of flare'
., Loyou/L/net • '4AIon to l'O" propel h'�:Ifill Slope s
of wal9 2'cL
p uv/imi ed for
U�s i /latter Ihas Nrz,
H=/6 Vertical Gallas a Sncv/der Vertical Batter r¢: l2 E/ev. "o " /;
TYP/CAL LAYOUT EXAMPLE / 4) ¢7Z5
H=l5' `"
"c'Bors
H=/4 '4@/B , '4@/8 c " Bars F�l ''
I
TYPE "c Q\
H"/ H=/ 's"bore = '4Q36 .0 'I036vi
Extend oil /ongltudlno/ bars /n
SAorl"c"Bars
N / box wells 2=0 Into w/ngs,except / D
Figures of top of 'c' be, H"1 p Ct p Dela-/ F /3:' urs. p 1
Ind/toles distance from H• y Short 'c'Bos - pec/ where expansion joint occurs. �--
top o/ looting /o upper . /'above outside ground.- _ , De/oi/ X '7
• " , . p See Standard P/an - f
end o/ c bort. H•8' b 41 = BO -3. �r '
H, ;o i0 J5d/o. verUcol unless ad'ocenl 35 alio.
ro hollered sect/onn Construction ,bin, \
N=5 N,6 " "d"bons mo/ch H l 1
" . ti 'd "bars ` /�
e � 4. T 9"R Angle of R= Ts ,favi/ i/'ora/e of /brs'is less than ,� - �� --""- -� 2 f /I • • ---- . /
H•4' r, M M '4,rot.7 jv - '4.rot7 v S //ore'- TYPE 'B" 30'I �'"" , ,. �lI 7/ le/E' �.'(J// L.
rr
0iL---
Short 'o *bars
-- - --
Toe or slope TYPE A' P A T _
/ l0 7:F s /3 l3' /l TYPICAL SEC T l 0 N TYPICAL SEC T l0 N E/ev ° where ees gn H'excesds 9'a /w#V-oll exceeds /,3 %i; place Exp.
engin of
%t
:� 1
r ,2 rr
/t9/Iv.
2 \�
4"GUN/TE
all
i-
EIM5NO JY -4 BA/? INTO
,�•r&W7E 0/N OF/2��
(DR.C. Box Transition R.C. Box or A.C. Pipe
1 ( SYM. ABOUT
Hinge Hinge Angles* I Hin e
:• 4' I f,/ETAIL C I �� Top a Bottom a
DETAIL A I ' • �y` Sneer No i '•'"
Sheet No. 3 -Hinge °
' 0 4 ' I /
1 I
Top Row Variable _ I �..• Weld all
' i 1 9 max. - - - ' Intersections
1 ,
1 � -
Frume Angle -,41
,
(IYp)
Bruce Angles
'i I
-
barrier�_ � � �Orace Angles (See Note 13, Sti. 3)
' i � ' � g�� �
Bar ' I Barrier ;�'v�`z /
I 1 1
ins inl FLOW Bar
i ♦ 1
1 GI
1 1 i I 1 1 Brace • - 4 1•
h • 5" Angles Plain bars @ 6' i - Z
�'. I ' 1 i 4 or
min.
horn. LA 9" vera: spacing
End Row variable u RC Pipe
' _� ' 6 max. - 6
Of. TAIL E3 \ ; DE: TAIL D _ 41•
Sheet No 3 ( -") I . ' I Sheet No 3 •- 2 - !�
, (Box Only)x 1 /
.
�-FfOjne � i � i � \ - `
u • � -1♦
= 1 - •�� / 1 .Invert i
_j_ Sheet No.3
;, -Sheor Pin - l (Pipe only)
. ` 1 - _�^ __
n 4 -sell o 'uor Pin - ,
J,
a ov_ -ice
_. !
INLET BARRIER Shear Pin
OUTLET BARRIER R.C. BOX R.C. PIPE OUTLE
ELEVATION
SECTION
ALONG
GENERAL NOTES:
►. �� _ _ e� _ _.. ��� 1. Angles connected with Inset pins shall fit snugly and truly loco to face.
34 sa ��) ' .e 3 ;� AI 2. The shoor pin holes shall be drilled so as to provide a tlaht hl with the enter plus In place.
I I�F/Bolls - I. I J , ,
' it • �� ; r Hinge Angles • l _••_
1 All Ihsur pins shall be peened on both uds after installation.Hiltae
4. The aluminum snoor pin material will bo furnished by the District to the Contractor.
! .�• :: rte• •_i_ � • 11 Hinge Pon '. o , ;; a
5. All 5/8 -inch diameter bolt holes shall be drilled on the gage lines of the angles.
l Hir-ge Angles 6 All. boil* )hull, be 5/8 -inch in diameter embedded a minimum of 4 Inches Into concrete, or equivolenl
7 spIpaasion bolts,and shell be furnished with hex nuts and metallic woshors of least 3/32•,ncn thick.
Pnics Ihreod and Fronts Anglas UU• I
Zerk fillinv InSECTL 1
ION Al • Al 91 7. Fromo, brace, and hinge angles shell have the outstanding legs facing In IM direction of fluty fa
locations show►- - o - 1 Frame bolh ihlets and outlets,seo Section sheet 2.
/See Note NNo 11 is 12) Angles
5' BI At a Ttu-sad ends of hinge pin so that nuts and lock washers will be flush with the hinge angle.
Damage ihrsods beyond the nut face, Use bolt *lock for pin.
r
14' DETAIL A
1 (Soo No►e No. 12) Galvanllce all ferrous ports after foWlcation.
.T I 10. Cover oil movable contact surfaces with a coal of waterproof grease prior to installation.
_ - 141. max
;ners 36 inches and los* In width, use one hinge the hull width of botfier
l 3'x 3'x Shear Pin h+ - - - la
Clip Jingler l 12. If Ind barrier width oxcosae 12 feet, provide an additional hinge on the centerline of Ino barrier.
-i
IJ linin, -6' 13. For barriers exceeding 6 feel in height or widlh,use brace angles evenly spaced at a maximum
I 2-, BIBarrier- I A* of 6 fest on center.
. U I
/' v She"( pin,, 1 14. Shout pin material shall be commercially pure aluminum wire, olloy 1100, temper O,
Frons. ! j p Federal Specification 00-A-411.
14
DETAIL 8 Anulus - \I n 4'X 4%T h� �; a • O
15.liefar to port J of the specifications for additional requirement* and material sp4UfKQI10010
Shea Pin'/ Angle_.. I 4 ===0
' i p Frome Brace Inlet Nine Angles _Min
SECTION Bi -Hi H t t Barrier No. - Angl4-s Angles Pins r Uppatr q Lower _ Anr a d. F'in
• Ql SECTION t: -E: I . . I• • . ►. I. _.
I I 2 x2 xT 2 x2 xi i 2 s2'x� 2 x2`x� 2x2 x#' O� Q !
.: (See ELEVATION, Shes1 21 �. r 1. . I" I. i. I• 1. i•
_r' 3 _ .. -1 for pipe u,lly 2 - 3% 3•xI� L,x2 4 � � 21 x23 xl 21 a21 xj 21.42144.
-- - 3 4.1.4x ♦
2x2"xr_ Til T 3 x3 x " 37x 3"x 3`x 3'x1'
{ 114
Hinge
3'x3"x 1"Sneor , I l f 4• IHinge Pipe
Pin Clip Angels - - s+ ♦ .Il,"
1"min ' I Flings Angle _ ; _. - 4• ^�' 1 •�•..z , rHinge Impel
'� 4� '11nge Pips �l ^�
DETAIL D ~'
s s _%
(Fur`--�''1�' ; ° e I
�Frunle
Frame A,Ic;ie* '• • Angles
Si: Nule No II it 12)
����E�S1pNA
y� �U C•HO / SoPER;E01:S DRAWING
t) 2
' G1 GA (EU SEPT , 1959
W �
262" PROTECT / 0 AI B A RR Eft
�• .� ' C,
.� �3 I -�o �
. F. C. D,• , PW& NO., 2 -�26 f
H=4' THRU 12 H=13 THRU 16 ✓pint Filler al k4viion d 1-0-
Dox an±J Exp) PER L�9
.
.
d wo/% m n. --
REINFORCED. CONCRETE WINGWALLS "L- -
--------- -= f /V T J�
" N " 4' 3' 6' 7' B' 9' /O' // ' /2' /3' 14 /5' /6' t Inside / - -•- •- - - -- _ -- -- - - ' "
3 '4 Poro ! - - - -- - 3�'min. c CONN,- 7-0 V D - l�li//!/Gl�l/�LG cl Y11•
W 3=2 3-8 41.2' 4.8 5.2 31 6'•2 6-B 7.2 7•B B 2 B=B 9-2 IDs I graMd/%x
C _ !•0 /-2 /•4 /•6 1-8 / /0 2 0 ? ? 2 4 2 6 ? B 2 / 3 0 iNG�•+'� �` �r/o/Y
B 22 26 2_/0 32 36 3!O 4 4-6 4/O 5? 56 5lO 62 .1 Mo/cA
r a ><
�'' TO 41 / ��N�TE' �F CAL��
___-- ground
Baler None t: !? ,. "�_ i�t1 line , ' CITY OF FONTANA CALIFORNIA
/r0 / 0 /'6r� l 7 /7r� !re st ' -----A`- - --
"c'Bort 4624 46/B 362 3614 5P/ 5¢7 7.¢17PB TP6 9P/5 XJP/ /00 /OP/ /1:1 v Q , V T`�-'- - _____- _�--� ^ T�-__-_.._. --- -- i
d Bors 4P 9P/ 5�. 56�/ SP _P/ 76'/5 B6!l. 7�l B6/5_ ®l9�/3 9Pl'4J#12_\<1ItS Mo bevorledb En /neer Io
Ccv ort . 0.32 0.38 0.44 0.49 0.55 0.6/ 0.67 073 0.79 /.02 %,%0 /,18 1.26 2/O'm%n y t g v j/QG�r O� L✓�%L� V
/3 /6 /9 25 30 37 49 62 T6 73 90 104 125 B suit conditions n the fie/d. 1 _ - • i 1
Ownlitles do not include that portion above /he design H limit DETA/L X K END ELEVATION
Design Notes: - TYPE 'A T YPE "B'� ti
Unit Stresses: fs =24,000p.s.l,Ic =000p•s.1, n=/0 ' �3. 4 • 5STRAIGHT WINGWALLS
f0'mox.
Maximum Toe Pressure =l%x Tons /sq./t 4dP/2� i ? ,4 4p/2
elevations, length and angle of flare of wings may ;
be varied by the Engineer to suit conditions encountered i''6•I STATE OF CALIFORNIA
In the field. Wells designed for 2'//veload surcharge, �--
/4:1 sloping surcharge not to exceed 3'/n elevation ELEVATION DEPARTMENT OF TRANSPORTATION Q
plus 2'live/ood surcharge, or unlimited 2:1 surcharge.
Dimensions H; "L; 'M""N," E/ev. "o "and 'Angle of flare " '4 []V /8 cirs. '410181
(as opply) are shown onthe plans.BOX CULVERT WINGWALLS
Wall he/ghl may be exceeded by 6" before going to next greater H" )1�"
Eliminate cut -off wall If adjacent channel /s paved and show /s DETA/L YTYPES "X,"B" Bit"
201max/mum. SEC B -B
lY T.
WINGWALLS DETAIL PER CALTRANS STD. D84 NO.
PUBLIC WORKS DEPARTMENT
DRAL rel BY SAN SEVAINE CHANNEL SCALE:
• HORIZ.
3170 REDHILL AVENUE • COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED B CONNECTION 10 VER -T..
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING (/k tBASELINE AVENUE •
CHECKED BY DATE
PREPARED UNDER THE SUPERVISION OF: VC/-/ SOX CULVERT DETAILS
/A/V1V,EL Ce21V111e6T/O/V772 517-4- T _=X157_ RCB 8�� S C JOB NO. ��� -1/9 7/.by D R. N 0. :JT. N 0.
IT
E R S. T CITY AT �^ ( �� 38 1-04 APPROVED Lc%Gv Qct ZS'/Z -OF
REVISIONS - DA E O D E John C. tele an R.C.E. 26229 DATE �,d CITY ENGINEER R.C.E. �7�d
4
OV A PRIII 9
JN 3871-004