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GENERAL NOTES:
4-1 1. Angles connected with ih4or p4no shall fil fAugly and truly COCO 10 tQC4.
a Ai— z Yho shoof pin holes 4hIll be 4(111@4 go op 16 provide is III With the shoot pin@ in ploce.
a Its
W All Oviar p4ne %hall be peened on both coda ellac Installation,
Kinse eipq --4, 4 1
Boll 4. The aluminum she ;m material will be furnishtd by the District to *the Contractor.
Hinge pin 4 1
, I . 5. Ail 5/8 -Inch 'diaradfo�( Lif hot@@ sAall W drilled an the %ago Nnart of the anolds.
Inge Angles
H 6. All Witt %hall be Vili-ainch In diameter embedded a Minimum of 4 Inches Into eoncrele or equivalent
expanalan bollo,ond"'s 11 b4 furnished wilh1hes nut* and metallic toothers toll its%@ 3f3k.l.,h Chia,
Fltia�@ Frame fee Ila
Zook lillIF4 In 7, From* ttfaco,ond hiAli angles #hall have the cwtolanding logo facing In the direction of flow'loff
SECTIO Af-A I
(See Hot@ I a 121 It Frame both Inlets and aultelolt4a Section sheet 2.
Anille
0 at As— 4twood ends of hlngs.,�'pin to that ndle and lack wash@(% will be M0 with the hinge angle.
Oamer�jo 11hreade beirond she nut face. Use hell tooth for pin.
r QEIAIL A
a G4heardre all fistrovir'&rlts otter fabrlcswloa�
Was Note ROAM
10. Cover all movable. con� I I " act surfaces with a COoll of wafe#Fwaof QC6400 P(IOC 10 Installtallo",
It. Faf b,2trisrs 36 Inch4i
,-3,xrxj'Shdo1 Pin i,.d lost in width,use coo hinge the full width of lewflw.
Clip Angles
12. It the batiler width aloods la fool,provide an addilsonal hIM64 an the c*Worlinq of the barrier,
11 For barflovs egelto'd' i'G feel In height or wirlih,usts beece anttles evenly spaced at a mottlenum
b.
of 6 Coo# on confer;
Shout pin K Shoot pin malatial �0411 bs commotelally pure olurninum wite,alloy 1100, temper Ov
Federal Specitical4jieOG-A-411,
F(ome I
-0 0 1
DEYAIL B 15, note, to �Qrl J of h'j specificallone for additional Faquirerhoolo and nrxftiall qnxif laahme
4'X 4*1 4
Angle ---
Sham Pin'
SECTION Bi -Bi 1. Ftame Bence slv"r Intel Hin AnqW
tN
IC,
it
An#W Angles Pin a Uppv Lpto—of §id," pin
SECTION E -E a zon ja 2,11 2'a 2ON2,0 10 raze to 20mam 1" 0 V V
(See ELEVAYIDN, Sheol 21 4 PIRO a i
!rx -
lot pipe only :.NW_
47y, 4's Zox2" 1. 13'xr 3'R 5'x 3"s 3% Lis of
—1111, Al_
Frame. Angles -
SECTION Gi-Ci
(So@ 41019 No, 11 Q 121
il -
U4 'a IX, I W,
FS
DWH, NY DATE
Ang
Ct K.J.K. 11-18-05
FILE ju,
S. P. 101-'s
BEING A SUBEIMSION OF A PORTION OF THE NORTHEAST 1/4 OF
lllmam,_ A
A SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MEFUDIAN,
e", COUMY OF SAN BERNARDINO.
INCLUSIVE, IN THE OFFICE OF THE COUNTY RE RDER
OF SAN BERNARDINO COUNTY, BEING NORTH OOr3O'24!
WEST.
BENCH MARK
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE, 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE GENTERLINE OF SUMMIT AVE, SET FLUSH,
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVID 88 - 1508.56 (FEET)
0
F
W BARS
SEE NOTE 3,
ROUND EOGE
75 MM (311 R
STATION POINT,
SEE NOTE 2
z
0� 40
0 N
CONSTRUCTION JOINT
IOM 0 4;50 (nm
I
EN4 0 to k VC
LATCRAL /
CONNECTOR PIPE
F BARS
Z
15M 0 450 mm
q 4 (*4 0101) 00
BOTH WAYS 'ro
Be Q5E0 WHEN
4 0 IS 1,500 MM
frze�ol AO unno
4 4 5 0
(03 R *4
01 0C SECTION G—G
ROUND EDGE$ TO
APPROXIMATE R
OF �D OF 4ATERA1.
WMI A MAXIMVM
OF 1,0 M W -W)
D Ek E BARS
D. E � 8 66 6 8 AR S
`—,C0N$TRVCTI0N JOINT
PLAN
NEW OR EXISTING RCB, SEF_ NOTF 6
"---W BARS
r—, D BARS
/---ANY STANDARD
--F BARS PIPE JOINT
2-44 BARS 100 mm
(4') OC, SEE NOTE 3
A_
ROUND
eDGES 0 450 me
OR #4
ELM S. OC
$CE NOTE f)AAS
2-0 BARS 100 rnm
(4*) OC, SEE NOTE 3 -
A 4,
r
SECTION Z—Z
N
ELM R, SEE NOTE 8
ISTURSED EARTH
KPILL WITH 265 Kz-C-14 MOo
�-C20001 MIX, 0 CREM OR
PACT soiL TO RELATIVE VCH511 W T
WRED BY SPECIFIrATJONS. BACKFI
BE OMITTEO IF $TRUCTURE fS LA
UNMSTURBED EARTH TO s"rORM
1-fingo Angles
Varfablis
Tap�
9 MON.
Frame Angle 1�1 I
Brace Angles
(See Note 03'sh , 31
SYKJABOUT Hinge
a n�tf__
)TE` F(K Fraloq1ton Borrier member
sizesi 406�� Sheol 3,
Structural Do'slon Details of R.0 Box
conlaining Intel Bortior shall be delineated
on she Project Drawings.
IFIX, BOR
Transifi
B
T
80 M1 ?,&am 00
0
00 Met (6w)
—0(;W—1
i's IT
Hinge
C
KIAIL A,
00 no 0411 320 ota (12 I/V
R —00W 19 —M0 m -a- —U3 '11-4 `7
S;,TAIL
lot
Sheet 15.3
Sheet No.3
_/_HInVo
T_
0; '4
0
D50 wo 020*1 4 Li 2
A
1$0 ff" (�467 450 owrail )
M 001
-i
130 f7_1 -l;
—mK"5
P
;W F41—
am
3 0
1'4 0
V
12411
140 no (5 V41
1
2r)
---iTFIFF
140 am
ws W1
160 so 16 U41
pxrt 061)
- U0 me I$ IM
Bardef
Brace. ingles
earflar.,�.
E�aw_
Bar
A 1 .1
I " Brace
I
1
Angles
-4-
QETAIL P
0
DETAIL Q
Sheet No, 3
5441 No.
OR only)
Frame 0
N
Invorf
4
1, -$hour Pin
U4
D
INLET
BARRIER
OUTLET BARRIER
0
F
W BARS
SEE NOTE 3,
ROUND EOGE
75 MM (311 R
STATION POINT,
SEE NOTE 2
z
0� 40
0 N
CONSTRUCTION JOINT
IOM 0 4;50 (nm
I
EN4 0 to k VC
LATCRAL /
CONNECTOR PIPE
F BARS
Z
15M 0 450 mm
q 4 (*4 0101) 00
BOTH WAYS 'ro
Be Q5E0 WHEN
4 0 IS 1,500 MM
frze�ol AO unno
4 4 5 0
(03 R *4
01 0C SECTION G—G
ROUND EDGE$ TO
APPROXIMATE R
OF �D OF 4ATERA1.
WMI A MAXIMVM
OF 1,0 M W -W)
D Ek E BARS
D. E � 8 66 6 8 AR S
`—,C0N$TRVCTI0N JOINT
PLAN
NEW OR EXISTING RCB, SEF_ NOTF 6
"---W BARS
r—, D BARS
/---ANY STANDARD
--F BARS PIPE JOINT
2-44 BARS 100 mm
(4') OC, SEE NOTE 3
A_
ROUND
eDGES 0 450 me
OR #4
ELM S. OC
$CE NOTE f)AAS
2-0 BARS 100 rnm
(4*) OC, SEE NOTE 3 -
A 4,
r
SECTION Z—Z
N
ELM R, SEE NOTE 8
ISTURSED EARTH
KPILL WITH 265 Kz-C-14 MOo
�-C20001 MIX, 0 CREM OR
PACT soiL TO RELATIVE VCH511 W T
WRED BY SPECIFIrATJONS. BACKFI
BE OMITTEO IF $TRUCTURE fS LA
UNMSTURBED EARTH TO s"rORM
1-fingo Angles
Varfablis
Tap�
9 MON.
Frame Angle 1�1 I
Brace Angles
(See Note 03'sh , 31
SYKJABOUT Hinge
a n�tf__
)TE` F(K Fraloq1ton Borrier member
sizesi 406�� Sheol 3,
Structural Do'slon Details of R.0 Box
conlaining Intel Bortior shall be delineated
on she Project Drawings.
!,.nia a-LM—ow L7 !-'!A 1 00
0 wo (489 210 Men (6*)
Oil) no is terl W
so M"i (w) 2 a 6 'M- n
P
rnft (60"1 240 W (9 tm)
V)
B
T
80 M1 ?,&am 00
0
00 Met (6w)
—0(;W—1
i's IT
00 no 0411 320 ota (12 I/V
R —00W 19 —M0 m -a- —U3 '11-4 `7
%40 ran (461) 340 no 141
en on
130 min (3;T—_
0
D50 wo 020*1 4 Li 2
A
1$0 ff" (�467 450 owrail )
M 001
-i
130 f7_1 -l;
—mK"5
;W F41—
am
3 0
1'4 0
V
12411
140 no (5 V41
1
2r)
---iTFIFF
140 am
ws W1
160 so 16 U41
pxrt 061)
- U0 me I$ IM
!,.nia a-LM—ow L7 !-'!A 1 00
0 wo (489 210 Men (6*)
Oil) no is terl W
so M"i (w) 2 a 6 'M- n
P
rnft (60"1 240 W (9 tm)
so W* toy) Z60 W owl
IN
80 M1 ?,&am 00
0
00 Met (6w)
—0(;W—1
i's IT
00 no 0411 320 ota (12 I/V
R —00W 19 —M0 m -a- —U3 '11-4 `7
%40 ran (461) 340 no 141
lyro 604. 410 mto (169,
�
600 ffmM41420m061129't
D50 wo 020*1 4 Li 2
A
1$0 ff" (�467 450 owrail )
04
430 *0 (17 W-1
11,4
,Irl
a? tt�)
lipi if�.;Olvii
REV, REMSION DESCRIP-OON DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
ARIC M. TORR
0 6-10-0
IV
C �V
tMIF. _S
I � VALUES FOR A, 8 AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS,
ELEVATION R AND ELEVATION S SHALL, BE SHOWN WHEN PEOUIRED PER
NOTE 19�
2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT' THE INTER-
SECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRVCTURE�
3, REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM
A 615, GRADE 40), ANO SHALL TERMINATE 40 nun 0 1/2*) CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PROJECT ORAWINGS� AND $HALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE,,
b. OMIT H SAIRS WHEN SOFFIT OF SPUR 1$ 300 mm (12") OR LESS 8Ek.0W
SOFFIT OF MAIN LINE� AND omrr 13 BARS WHEN tNVERT OF SPUR IS
300 mm (12") OR LESS ABOVE FLOOR OF MAIN LINE.
4� JUNCTION STRUCTURE SHALL BE POURED MON00THICALLY WITH MAIN
LINE, MANHOLE OR TRANSITION STRUCTURE�
5, FLOOR OF STRUCTURE SHAI-L BE STEEL—TROWFLED TO THE SPRING
LINE.
6, WHEN CONNECTING TO EXISTING RC6. BREAKOUT LIMITS AND DETAIL$
SHALL BE SHOWN ON THE PROJECT DRAWINGS,
7, E016COMENT, P, SHALL BE 130 mm (5") FOR B = 2400 mm (96"1 OR LESS
200 mm (8') FOR 8 OVER 2400 mm (96').
6� IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWING$ THEN THE INLe-r OPENING SHALL FALL 150 mm (61 OE0W
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH 5A$IN OR TO GRADE BRE -:AK IN INLET
1.114C, ELEVATION S SHALL, BE SHOWN ON T14F PROJECT ORAWINGS IF
THE INLET OPENING FALLS MORE THAN 1,50 mm (6") BELOW THE SOFFIT
OF THE MAIN LINE WITH THE INLET PIPE LAID ON A $TRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PROJECT ORAWINGS ONLY WHEN
A STUB iS 'TO BE PROVIDED FOR A FUTURE CONNECTIOW
9� LATERAL$ OR CONNECTOR PIPES 600 mm (24o) OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1,5m (5') ABOVE THE JNVERT, LATERA( -S OR
CONNECTOR PIPES 675 mm (270) OR LARGER IN DIAMETER SHALL, BE NO
MORE THAN 450 mm 08") ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH 13A$IN CONNECTOR PIPES LESS "rHAN 15 m (501) IN LENGTH SHALI..
NOT BE MORE rHAN 1,5 m (W) ABOVE THE INVERT�
10� THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIOATED BY THE ENCINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS;
ANGLE A IS LESS THAN 500
TOP OF INLET PIPE IS LESS THAN t5O mrn (6*) BELOW THE SOFFIT
FLOW LINE OF INLET FIIPI� 13 LESS THAN 180 mm ('7*) ABOVE THE
THE FLOOR OF THE RCS AT THE INSIDE FACE
If. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED,, ALL VALUES USED FOR
CONSTRUCTION SHALL BE ME,mc VALUES, EXCEPT REINFORCING BARS SIZES
IN ENGL1$H UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
UNITS.
AMERICAN PUBLIC WORKS A$SQCIATION - SOUTHERN, CALIFORNIA CHAPTEi umpmo PkAN
fol ETRIC
JUNCTION STRUCTURE - PIPE TO RCB 333-1
10,1115tET 2 OF 2
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENTS
LINE wB" -PHASE III SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
DETAIL
PH. (909) 783-0101 FAX (909) 783-0108
AM.T.
PREPARE Y. ARIC ORREYSON R.C.E. NO. 66068
EXP. 0 30- CHECKED BY:
DATE.
UIA :
APRIL 2006
DRAWING NO.:
7 4086
DATE: Y, 6