HomeMy WebLinkAbout3119-9Cv
CD0
CV
co
Cl -
c>7
0
a
co
O
C71
3
0
r
A
CD
CD
Cv
0
CD
0
Q
v
..
. box OPENING WIDTH IN FT.
The curves represent reactions at the
she or p1ns due to hydrostatic head on the
debris -obstructed barriers
The height and width of the openrngs
determines which bornedsee sheet 3J,
numbers /, 2, or 3 between the curves, or
number 4 beyond the curves, is to be used.
PROTECTION BARRIER
Note ' Barrier number sho// be Specified on project drawings.
_ GENERAL NOTES:
/ . !� N• 4 1. Angles cowaected vntb sheet pns shalt fit snugly and truly loco is loco.
CIfi �i�s 3 i- At L The she« pin holes "! be drilled so as h ide provide a lighl fit wthe skew pins in Plato.
•r61 solos �i ' o s•s . •�,,t«ag. Angles 3 All shear pins shell bo pe*w9d on both ends after islallalian.
Nlwso Pipe ~. . -t r --t ♦ a 1 '
• 1 � r -1 -Boll 4. The elutnirwln sheer pin mot«he
ial will be twoisd by IM Istr
District the Cenocer.
i � / Nie. �w • . -a ; ; f'` . • .
i , • - S. AN 5/6 -inch diameter boll hobs shoed be drINN on Me gip bass of Me snglss.
IMngs Angles i. AN boils shell be 5/1111 -loch In diemoler embedded a rwiailwuln of 4Iwchss info concrete «o4wivelonl
/ eapansion bolls,owd sholl be fwnished wiffl Ma note and molellk washers at Nast 3/31 -inch Ihieh.
From*ete thread awl ; Fro* Andlos s'
Z«► IiNiwg In SECTION At -AI 7. Freme,brace,and Ain" angles shall have the oulstending segs facing in the dwection of New f«
Iacallons 6hsww {--Frome 1091% insals and ouflols.se* Section 6%041 2.
ISO* Nate No. 11 a 121 Angles
.. - _S` - �-1 81 AI Mead ends of lingo pin ser that null and lock washers will be file% with the hinge angle.
Damage IAreads beyond rhe out face. Use boil stet% ler pow.
v.r+
(See Note No.12) i Gelvenite ON farrow ports allot febricalien.
00. Cover ON mawbte coolect enlaces wide a teal of wtowsweelf grease prior N Iws1a11a11er1.
4 Inasa 3•a } Shear Pin r+11. Fer ►errisrs 3i McMs ant less in wi1M, ase one AiwgU the hal widfA of b«ria',•
An es t ► fIl s2. If Il+o barrier tido% eaceeM 12 leaf,gravida aw sdditlanal bingo ow the Mnforllne 9f 1he barrier.
13. For barriers oacoedlng i feel In Might « w{dth,eso brace angles orad', spaced of s maximum
-�+► Sahli«--ki;
' of 4 feel M CMIe/.
Of
• 14. Shoot material shall be commercially wo slomiwvm wire all• II00 law 0
Sheer pin., � T p y t►er
from* i s •federal Specification 00-A-411.
DETAIL B Angws Awglea:IS, Roler to p«1 d of Ile specifications for additional ►9griremonls and material specRioohone
soh.« Pin• A
SECTION Bo -e1
BI SECTION E- E
re ---- ��•S .-�"�
ftes ELEVATION. Skeet 21
i !'..f 3• - for pip* wall
i 1 1
I
. 1
Sari« Ne.hAlV
F - - R.C. Sow - - - Tronsifion R.C.
Ideate
Angios
S11aar
Pine
MIN Nino A
M tined
1
'•
Hinge
d. pyo
1
i
•
300 mon (12')
150 mm (6.')
2-r22;"
2.22'4!'
Wi- 1' III2.12`4!`
1
1'
hQETAIL C
lot2r
a2ra;
2ra2 -sl-
2 •11214r
o l"t • t
3
ea2`a
250 mm (10')
3. go.r
3434
275 mm (111
1650 rnm 156'525
:r.m (211
`r21ap
-t
, a S■
313 -mJ
Soars '
11.0 11-t
Ning* C I
3,13`1,=' Sheer1 • Wag. Pipe
i 4
Pon Chp Angles'-, .- - -
tJ71r -- ---.-. •
• ,- - T Mage Angte r., / ' 4+
i -min -y , 1 Nin" Pips ~ r p _ 0 1 u t DETAIL o �.? � __ _ • 1 A.,
et =- - - -• _ ; t SAN BERNARDINO I
(for Som Soc*w4 Hiap P{w- " -� 1
�+ i
=a-....... r 1
0-1 a'Y
;v froma Angles - -rte Angles
t- _QF TA 11. C C 1
SECTION CI -Cf ,
(see 1100 No. 11 A 121
PRIME BENCH MARK: SECONDARY BENCH MARK:
SOUTH EAST CORNER JURUPA AVE.
CITY OF FONTANA B.M. 581
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS. of is
AVE.; SET CHIS. " " @ BCR;
FACE OF POWER POLE N0. 674320 E
64.0'S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 918.40 ELEV. = 915.775
TOLL FREE "afellesrl' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
3 RECORD DRAYiINC,
SECTION
ALONG t
DATE I ENGR. CITY I DATE
3/19/03 H •A 4 yZ
Top Row Vorleble
9mor. - - -
Frans Angle -1
1 4 pain tiers • 6•
Molt. S !+ veto. spacing
End Row Variable
i• mar. -- -; f
NOTE: For, Protection Sorrier member
sites. see Sheol 3,
tD Slrociwet Design Oelails of W C Som
csaloiniwg Intel Sorrier shalt be delineated
so Ihe Pro►ecl Orowing6.
15M +0 300 mm 1-4 O 12
ET-714TIM
Wstd ON
Inferseclbns
Brace Analis
(See Note 13, Sh- 31
R.C. PIPE OUTLET
11-t 11- • h r 1 V I
E
Sheet No.3
(Pips only)
Pin
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
RIEVISIONS OWN. by OATC
K.J.K. 111-18-85
ill[ NO.
S.P. 101-2
r
ha /
NEW OR
EXIST. PIPE_
I
FLOW l o
15x.4 P 3 0 0 mni
1.4 Q 12.1 --
CUT
N0. 2
LINE -
3-15M (e4) CIRCULAR TIES,
SEE NOTE_ 9
`. i CUT N0. 1
- ca
0 U T
90° _ N0. 2
L! NE
- 150 mn' OUT NC
3.14 (Dp
DETAIL "A" (SEE NOTE 10)
SONO -TUBE, OR EQUAL. INTERIOR FORM
330-C-23 (560--0-3250'', CONCRETE
25 mon (I') tTYPA
0
F - - R.C. Sow - - - Tronsifion R.C.
Boa or R.C. PiEe�
300 mm 021
300 mm H2'1
1
'•
450 mm 08')
1
i
1
300 mon (12')
150 mm (6.')
,• •
, .
,
- •__A
1
1'
hQETAIL C
TAI A%
450 nm HB`)
,
1200 mm (4$'1
450 mm {IB')
250 mm (10'1
r Mol Ne 3
Shoal NO, L
250 mm (10')
500 mm (60'
525_-,- (21')
275 mm (111
1650 rnm 156'525
:r.m (211
27, mm 011
1
1
1
t
I
4300 mm (Q'I
I
1
i
j
1
1
t
1
1
i
j
1
1
1
1
1
1
t
1
Soo
1
' )State iagles
1
1
;
•1„i
.of
FL W
<;
AC Ser
1
1
1 �1
1 t1
•1
tj
1
1
j
a
i '1lroN
b • s'
+
1
, Angles
1
1 1
1
1
1
1
1
r
i
1
1
1
1
1
E TAIL
DETAIL U
Sheol No 3
1 1
;
i
;
/
/
--'"
(So4"DNI )
Frets
1
;
a •
1
• l
- may/ ,
�
#, Invert
---��She« Pin
INLET BARRIER
OUTLET BARRIER
SECTION
ALONG t
DATE I ENGR. CITY I DATE
3/19/03 H •A 4 yZ
Top Row Vorleble
9mor. - - -
Frans Angle -1
1 4 pain tiers • 6•
Molt. S !+ veto. spacing
End Row Variable
i• mar. -- -; f
NOTE: For, Protection Sorrier member
sites. see Sheol 3,
tD Slrociwet Design Oelails of W C Som
csaloiniwg Intel Sorrier shalt be delineated
so Ihe Pro►ecl Orowing6.
15M +0 300 mm 1-4 O 12
ET-714TIM
Wstd ON
Inferseclbns
Brace Analis
(See Note 13, Sh- 31
R.C. PIPE OUTLET
11-t 11- • h r 1 V I
E
Sheet No.3
(Pips only)
Pin
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
RIEVISIONS OWN. by OATC
K.J.K. 111-18-85
ill[ NO.
S.P. 101-2
r
ha /
NEW OR
EXIST. PIPE_
I
FLOW l o
15x.4 P 3 0 0 mni
1.4 Q 12.1 --
CUT
N0. 2
LINE -
3-15M (e4) CIRCULAR TIES,
SEE NOTE_ 9
`. i CUT N0. 1
- ca
0 U T
90° _ N0. 2
L! NE
- 150 mn' OUT NC
3.14 (Dp
DETAIL "A" (SEE NOTE 10)
SONO -TUBE, OR EQUAL. INTERIOR FORM
330-C-23 (560--0-3250'', CONCRETE
25 mon (I') tTYPA
0
L
T. -
300 mm 021
300 mm H2'1
100 mm (4.1
450 mm 08')
300 mm (121
125 mm (5`)
1000 mm (%4')
300 mon (12')
150 mm (6.')
750 mm (30')
450 mm (I81
175 mm ;7.1
900 rr:m (361
450 mm (18 1
225 mm (9')
1050 mm (421
450 nm HB`)
225 mm (9')
1200 mm (4$'1
450 mm {IB')
250 mm (10'1
142`• mon (57')
450 mm 08-)
250 mm (10')
500 mm (60'
525_-,- (21')
275 mm (111
1650 rnm 156'525
:r.m (211
27, mm 011
1,900 mm 172')
600 mm (24^
4300 mm (Q'I
CUT NO. 1: SAW THE TUU£ AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLAtaE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION AraGLE A.
CUT N0. 2 5 A W THE TUNE LONGITUDINALLY REMOVING A STRIP
3,14 (Oo-D 1 WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE. PIPE.
r p I P
DETAIL "B"
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC 'NORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR RCP
STANDARD PL°"
PROMULGATED BY 7H! l.1ETF�IG
.'V 1UC W,DPXS STANDAF
.nE n'Ro19W r 300 mm (12") THROUGH 1800 mm7( 2' 380-3
REV. ,oraSHEET 1 OF 2
QUSE WIT?i STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3
W4
T111EHMS >-KC-lo'6 ► INC- r
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.
Drill We T/16M matched S places
as shown in plan
1/4"CHECKEREDt 12"
PLATE `- 8_3/8. I'lle, BOLTS
I t_�
�.
i
g
RIVETS %'ti36"^'.S_P ` i" I k ',
31'x21,2
-Field Weld eat nut to Angle
-Lte and Angier +Skill be galvanized
PLAN
D E TAI L. "A' , -..s.-._-___.
�._......_-__._._._..._�xt'/"Galvanized Balt
with lir_x Nuts-_, SEE M TAIL "A"
_
.�
exist. grade it 6 f -C o`� 1
`'"1,A. j Gn•d...6 m,n crrclP
'Iwo/s ,8\�`•,-....�„ T[, 1 { .-_ lj
-
L
n tl Q e
{6 ap.enings at t=12" around inlet where,
e \ I Z possible
E 36"CSf? r`
- �:u
17 E u! 4
(\)} w
F-
m .
;
f`�,� 4 -FILLET WELD 1 i Z
>i
CLASS 560-C-3250 4C3N CRE` Z
Z��
SECTION A- A
t, CITY OF RIVERSIDE
APPROVIEZ .k
f_IC WORKS OtREGT?OR-R_C.E._8134 PUBLIC WORKS DEPT. - ENGINEERING DIV
t, csa C. S. P. INLET
Y'
_�_ _.. Y_ w•al
STANDAR D DRAWING N O.
MARMI REV I S, ON S...__...____.__.� A,PPR.DATE
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GR. -DE
EXCEEDS 10 PERCENT.
v. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm W), BUT IS LESS THAN 75 rtim((3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE ``SP`rj'C
IF THE EXTREME ENDS OF THF PIPE I_EAVF A CLEAR SPACE
THAT IS ECIUAL TO OR GREATER THAN 75 m(n (31, BUT LESS THAN
150 mm (6"). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SP,,' -CE IS 150 mm (61 OR GREATER, A TRANSITION STRUCTURE.
IS REOUIRED,
3. CONCRETE 'COLLAR SHALL. NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL. BE THOSE OF THE LARGER
PIPE O=Di OR D2, WHICHEVER IS GREATER,
WHEN D, IS EQUAL_ TO OR LESS THAN D2, JOIN INVERTS AND
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
FOR PIPE LARGER THAN 1800 mm (72') SPECIAL. COLLAR DET AILS
ARE REOUIRED,
6, FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7 REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
�J. WHERE REINFORCING IS REQUIRED THE DhAMETER OF THE CIRCULAR
TIES SHALL BE D*(2X '%ALL THICKNESS) + T,
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21-) AND ON ALL PIPES WHERE THE SPACE S
BETWEEN THE EXTREME OUTER ENDS IS, 75 mm (31 OR LARGER.
CIRCULAR TIES: ._
PIPE DIA^.",ETER
_
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61 O,C.
17. WHERE THE PIPE IS 525 mm (21-) (7R LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE 0R EQUAL. SHALL BE USED TO
PROVIDE A SMOQTH INTERIOR JOINT. THE PAPER FORM MAY ESE
LEFT IN PLACE (SEE DETAIL A). ,&iFIEN THE PIPE IS 600 mrn (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILL -ED WITH MORTAR AND
NEATLY POINTED.
11. 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 METRIC VALUES, EXCEPT
REINFORCING BAR SIZES IN ENGLISH 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 ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-
STAB NDARD P� N i
CONCRETE COLLAR FOR RCP
CIRCULAR TIES
525 m(n (21')
OR L_ESSµ_-
-- 3- -
600 mm (24') TO
750
rnm (30')
3___
825 mm (33') TO
1-125
mm (57')
4
11500 mm (60') TO
1800
mon (72)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61 O,C.
17. WHERE THE PIPE IS 525 mm (21-) (7R LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE 0R EQUAL. SHALL BE USED TO
PROVIDE A SMOQTH INTERIOR JOINT. THE PAPER FORM MAY ESE
LEFT IN PLACE (SEE DETAIL A). ,&iFIEN THE PIPE IS 600 mrn (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILL -ED WITH MORTAR AND
NEATLY POINTED.
11. 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 METRIC VALUES, EXCEPT
REINFORCING BAR SIZES IN ENGLISH 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 ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-
STAB NDARD P� N i
CONCRETE COLLAR FOR RCP
0111
380 -3
300 mm (12") THROUGH 1800 mm 72"
SHEET 2 OF 2 -
Last Updu+s:4/9/02
2007SD-CITY9.dwg
�OFESS/per Tliie�es Enginee�ng, 117C, CITY OF FONTANA, CALIFORNIA
���\ ® 00 V,��Y WEW VENU�roc
o°o cti9 cy ® MPAL ` CAUf ,� JURUPA AVENUE STORM DRAIN
DRAWN BY:
SCALE: VERT. 1" = 4'
* R.C.E. N0. 432932 * Prepared Under The Supervision Of : BW/AN DETAILS HORIZ 1" = 40'
�j, Exp. 3-31-04 Q DESIGB�D BY: DA 5/01/02
q�F C / V �O�`� Date : Sj 0 Z CHECKED BY: APPROVED B . DRAWING NO.:Fin
Of,C A��HAIDOOK IAGHAI RCE NO43293 HIA S �+�3119CITY ENGINEER R.C.E. 51152 DATE: