Riverside County Flood Control
and Water Conservation District
STANDARD MANUAL
Warren D. Williams
General Manager - Chief Engineer
INDEX TO STANDARD DRAWINGS
CATCH BASIN AND APPURTENANCES
CB100
CB101
CB101
CB102
CB103
CB104
CB105
CB105
CB106
CB107
CB108
CB109
CB110
CATCH BASIN NO. 1 (W=7'; 14'; 21', ETC.)
CATCH BASIN NO. 4 (SIDE OPENING WITH TWO OR MORE GRATING)
CATCH BASIN NO. 4 SHEET 2 – (NOTES)
CATCH BASIN NO. 6 (SIDE OPENING WITH GRATE)
CATCH BASIN
FRAME AND COVER (MANHOLE)
CATCH BASIN
FRAME AND GRATING
CATCH BASIN
DETAIL OF OPENING SHT 1 INSTALLATION DETAILS
CATCH BASIN
SHEET 2 – REMOVABLE PROTECTION BAR
CATCH BASIN
REINFORCEMENT
INLET TYPE IX
(CHECKERED COVER PLATE)
INLET TYPE X
(GRATE)
SPECIAL CONNECTIONS TO CATCH BASIN
CONCRETE DROP INLET
LOCAL DEPRESSIONS
LD201
LD202
LOCAL DEPRESSION NO. 2
LOCAL DEPRESSION NO. 3
JUNCTION STRUCTURES
JS226
JS227
JS227
JS228
JS229
JS230
JS231
JS232
JS233
JUNCTION STRUCTURE NO. 1
JUNCTION STRUCTURE NO. 2
JUNCTION STRUCTURE NO. 2
JUNCTION STRUCTURE NO. 3
JUNCTION STRUCTURE NO. 4
JUNCTION STRUCTURE NO. 5
JUNCTION STRUCTURE NO. 6
JUNCTION STRUCTURE NO. 7
JUNCTION STRUCTURE NO. 8
(33" OR LARGER SIDE INLET TO BOX)
(SIDE INLET LARGER THAN ½ O.D. PIPE)
SHEET 2 – (NOTES)
(30" OR SMALLER SIDE INLET TO BOX)
(24" OR SMALLER SIDE INLET TO PIPE)
(SIDE INLET TO TRAPEZOIDAL CHANNEL) (DELETED)
(SIDE INLET TO TRAPEZOIDAL CHANNEL)
(SIDE INLET TO TRAPEZOIDAL CHANNEL)
(SOFT-BOTTOM CHANNEL)
MANHOLES
MH251
MH251
MH252
MH252
MH253
MH254
MH254
MH255
MH256
MH257
MH258
MH259
MH260
MH260
MH261
MH261
MANHOLE NO. 1 (PIPES, 33" OR SMALLER)
MANHOLE NO. 1 SHEET 2 – (NOTES)
MANHOLE NO. 2 (PIPES, 36" OR LARGER)
MANHOLE NO. 2 SHEET 2 – (NOTES)
MANHOLE NO. 3 (BOX)
MANHOLE NO. 4 (PIPES, 36" OR LARGER, LARGE SIDE INLET)
MANHOLE NO. 4 SHEET 2 – (NOTES)
MANHOLE FRAME AND COVER
(NON-ROCKING) (REPLACED BY MH 260)
MANHOLE FRAME AND COVER
(PRESSURE)
MANHOLE SHAFT
MANHOLE SHAFT (PRESSURE)
STANDARD DROP STEP
24" MANHOLE FRAME AND COVER (SUPERSEDE MH255)
24" MANHOLE FRAME AND COVER SHEET 2 - (NOTES) (DELETE)
MANHOLE SHAFT SAFETY LEDGE
MANHOLE SHAFT SAFETY LEDGE
SHEET 2 - (NOTES)
TRANSITION STRUCTURES
TS301
TS302
TS303
TS304
TRANSITION STRUCTURE NO. 1
TRANSITION STRUCTURE NO. 2
TRANSITION STRUCTURE NO. 3
TRANSITION STRUCTURE NO. 4
(SINGLE PIPE TO SINGLE BOX)
(SINGLE BOX TO SINGLE BOX)
(PIPE TO PIPE WITH PIPE JUNCTION)
(SINGLE BOX TO DOUBLE BOX)
CHANNELS
CH323
CH324
CH325
CH326
CH327
CH328
CH329
CH330
CH331
CH332
CH333
CH334
CH335
CONCRETE LINED SOFT BOTTOM CHANNEL
UNLINED CHANNEL
ROCK LINED CHANNEL
TRAPEZOIDAL CHANNEL
(DETAILED)
RECTANGULAR CHANNEL (STRUCTURAL DETAILS)
RECTANGULAR CHANNEL ("L" AND "U" STRUCTURAL DETAILS)
TRANSITION STRUCTURAL DETAILS
(TRAPEZOIDAL TO BOX)
MAINTENANCE RAMP FOR TRAPEZOIDAL CHANNEL
MAINTENANCE RAMP FOR RECTANGULAR CHANNEL
SUBDRAIN DETAILS
DRAINAGE APRON FOR ACCESS ROAD
MAINTENANCE RAMP FOR UNLINED CHANNEL
MAINTENANCE RAMP FOR ROCK LINED CHANNEL
BOXES
BX401
BX402
BX403
SINGLE CELL REINFORCED CONCRETE BOX
DOUBLE CELL RINFORCED CONCRETE BOX
TRIPLE CELL REINFORCED CONCRETE BOX
(STRUCTURAL DETAILS)
(STRUCTURAL DETAILS) (DELETED)
(STRUCTURAL DETAILS) (DELETED)
MISCELLANEOUS
M801
M802
M803
M804
M805
M806
M807
M808
M808
M809
M810
M811
M812
M813
M814
M815
M816
M817
M818
M819
M820
M821
M822
M823
CHAIN LINK FENCE DETAILS
SEE M815
(DELETED)
CONCRETE COLLAR FOR PIPES 12" THROUGH 66"
TIMBER BULKHEADS FOR PIPE
(DELETED)
TIMBER BULKHEADS FOR BOX
(DELETED)
PIPE SUPPORTS ACROSS TRENCHES (DELETED)
SANITARY SEWER PROTECTION
REMODELING OF SANITARY SEWER HOUSE CONNECTIONS – SHEET 1
REMODELING OF SANITARY SEWER HOUSE CONNECTIONS – SHEET 2
CONSTRUCTION BARRICADES
(DELETED)
CONSTRUCTION SIGNS
(DELETED)
SIGNS AND MARKERS
(DELETED)
SEE M815
(DELETED)
CURB AND GUTTER
(DELETED)
ABBREVIATIONS AND SYMBOLS
BEDDING AND PAY LINES
CONCRETE BULKHEAD
RAIL AND WIRE REVETMENT
WIRE FENCE
MAXIMUM CHORD LENGTHS FOR CURVED SECTIONS
PIPE SWING GATE
CONNECTOR PIPE COLLAR
(DELETED)
METAL BEAM BRIDGE RAILING
(DELETED)
SPIRAL RIB PIPE
(INVERT PAVING)
M824
M825
M826
M827
SPIRAL RIB PIPE
(SADDLE BRANCH JUNCTION)
SPIRAL RIB PIPE
(BANDING DETAIL)
CABLE FENCE DETAIL
VEHICULAR TURN AROUND AREA
P8\86470
Revised 02/08/11
REVISION LOG
STANDARD DRAWING NUMBER
ORIGINAL DATE
EFFECTIVE DATE
CB100
CB101
CB102
CB103
CB104
CB105
CB106
CB107
CB108
CB109
CB110
11-1971
06-1971
05-1972
11-1971
06-1971
05-1986
06-1971
06-1971
06-1971
06-1971
10-1973
01-2005
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
LD201
LD202
11-1971
06-1971
04-2004
04-2004
JS226
JS227
JS228
JS229
JS230
JS231
JS232
JS233
06-1971
06-1971
06-1971
11-1971
11-1971
11-1980
06-1986
10-2009
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
10-2009
MH251
MH252
MH253
MH254
MH255
MH256
MH257
MH258
MH259
MH260
MH261
06-1971
06-1971
06-1971
06-1971
06-1971
05-1972
06-1971
05-1972
06-1971
09-2016
04-2004
01-2011
01-2011
01-2011
01-2011
04-2004
04-2004
04-2004
04-2004
04-2004
09-2016
04-2004
TS301
TS302
TS303
TS304
06-1971
05-1972
05-1972
05-1972
01-2011
01-2011
01-2011
01-2011
CH323
CH324
CH325
CH326
CH327
CH328
CH329
CH330
CH331
CH332
10-2009
10-2009
10-2009
09-1971
07-1976
11-1971
09-1976
05-1972
05-1972
11-1971
10-2009
10-2009
10-2009
04-2005
04-2004
04-2004
01-2005
04-2004
04-2004
04-2004
(DELETED)
CH333
CH334
CH335
BX401
BX402
BX403
M801
M802
M803
M804
M805
M806
M807
M808
M809
M810
M811
M812
M813
M814
M815
M816
M817
M818
M819
M820
M821
M822
M823
M824
M825
M826
M827
(DELETED)
(DELETED)
05-1984
10-2009
10-2009
04-2004
10-2009
10-2009
07-1976
05-1972
05-1972
04-2004
04-2004
04-2004
02-1995
01-2005
06-1971
11-1971
05-1972
06-1971
06-1971
06-1971
06-1971
06-1971
06-1971
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
05-1972
07-1974
10-1975
10-1975
10-1975
03-1982
08-1977
04-1981
10-1982
11-1982
06-1988
06-1988
06-1988
11-1991
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
04-2004
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
(DELETED)
P8\125355
Revised 02/08/11
SEE STANDARD CB NO. 103
MANHOLE FRAME AND COVER FOR CATCH BASIN
CATCH BASIN OPENING =
MEET EXISTING CURB
NORMAL CURB FACE +
4" UNLESS OTHERWISE
#4 @ 6 E W
A
SPECIFIED.
T
2 #4 @ 2
"
0
’-
6
W
T
W
O
FL
6"
2 #4 @ 2
"
-0
3’
4’-0" WARPED
GUTTER
MEET EXISTING PAVEMENT
6" R
SEE STANDARD DRAWING NO. LD201
V’
FOR APPROPRIATE LOCAL DEPRESSION
T
A’
A
D
T
NOTES
PERSPECTIVE OF
CATCH BASIN NO.1
1.
DIMENSIONS: UNLESS OTHERWISE SPECIFIED
V’ = 6" @ W =7’,9" @ W =14’,12" @ W =21’
V = SHALL BE SHOWN ON THE PLANS.
W = SHALL BE SHOWN ON THE PLANS
SEE STD. DRAWING CB105
(7 FOOT MIN.)
CATCH BASIN INLET FOR DETAILS.
T = 6" IF V IS 4’ OR LESS.
T = 8" IF V IS LESS THAN 8’.
4 1/2
1/4 " R
T = 10" IF V IS 8’ OR MORE.
1/4 " R
ANCHOR
D = 18" UNLESS OTHERWISE SPECIFIED.
6"
A’ = 38" UNLESS OTHERWISE SPECIFIED.
2.
1 1/2 C.L.
16"
2 1/2 "
CURB FACE
STRUCTURAL CONCRETE SHALL BE CLASS "A"
P.C.C. (6 SACK)
3.
THE REINFORCING STEEL SHALL BE NUMBER 4
DEFORMED BARS. CLEARANCE SHALL BE 1 1/2 "
FROM THE BOTTOM OF THE SLAB. SEE NOTE 7.
CONST. JOINT
STEP: SEE MH259
4.
16"
THE SURFACE OF ALL EXPOSED CONCRETE SHALL
CONFORM TO SLOPE, GRADE, COLOR, FINISH AND
AND NOTE 5
SCORING IN THE EXISTING OR PROPOSED CURB &
V
4"
WALK ADJACENT TO THE BASIN. THE BASIN FLOOR
SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH.
CURVATURE OF THE LIP AND SIDEWALLS AT THE
3" R
GUTTER OPENING SHALL NOT BE MADE BY
4"
PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED
TO FINAL SHAPE AND LENGTH BEFORE THE
5.
FROM ALL DIRECTIONS
STEPS:
3/4 " PLAIN ROUND GALVANIZED STEEL STEPS
SHALL BE INSTALLED 16" APART WHEN V
EXCEEDS 4’-6". THE TOP STEP SHALL
BE 6" BELOW THE TOP SURFACE AND SHALL
6"
6"
BE 2 1/2 " CLEAR FROM THE WALL .
ALL OTHER STEPS SHALL BE 4" CLEAR
FROM THE WALL. ONLY ONE STEP 12" FROM THE
A’
T
SEE STANDARD
BOTTOM SHALL BE INSTALLED IF V IS 4’-6"
DRAWING
OR LESS. ALL STEPS SHALL BE ANCHORED NOT
LESS THAN 4" INTO THE WALL OF THE BASIN.
NO. CB109, SPECIAL
CONNECTIONS.
6.
CURB, GUTTER AND LOCAL DEPRESSIONS SHALL
BE CLASS "B" CONCRETE.
SECTION A-A
7.
INEER
NG
E
MS
IA
L
No. 32336
Exp. 12-31-06
T
S
A
T
E
C IV
OF
IL
R
FO
C A LI
SEE STANDARD DRAWING CB106 FOR WALL &
FLOOR STEEL REINFORCING.
OFESSION
AL
PR
D. WI
D
L
N
E
N
I
A
T
REGISTE
R
E
WAR
R
L.A.C.F.C.D. No. 2-D162, 2-D163
CONCRETE IS POURED.
SLOPE TO OUTLET
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
APPROVED BY:
CATCH BASIN
NO.1
CHIEF ENGINEER
DATE:
JAN.10, 2005
R.E. NO. 32336
STANDARD DRAWING NUMBER CB100
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Non 1(011"011 APPROPRIAn LOCAL
DE PillS SION.
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Dele;1 of Angle 8 Anchor.
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CATCH BASIN
NO.4
ST ANDARD DRAWING NUMBER CB10l
SHEET 10F 2
NOTES FOR CATCH BASIN NO. 4
1.
Duensions: I Unless otherwise specified ..
v 3.5
c
S • lt inch•••
R • 3/4 inch.
f ••t.
T • 6 inch•• , if V i. 4 f ••t or 1••••
T
= 6 inches, if V is between 4 feet
and 6 f •• t.
T ... 10 inches, i f V 1s B feet or over.
W • 2 f ••t, 11-3/6 inch•• for on. grating.
Add 3 f ••t, 5-3/6 incha. for .ach
additional grating.
Hik."up shall b. parall.l to pl.n. of gutt.r .lop. 3/4 inch to 1 foot.
Slop. of floor parall.l with curb .hall be
1 in 12.
2.
Concrete shall b. Class "An Portland ceaent Concrete (6.0 Seck).
3.
The reinforcing steel shall be Number 4 deformed bars.. Clearance
shell be 1-1/2 inches from top of slab. See standard drawing C810G end note 3.
4.
The surface of all exposed concrete shall conform to slope, grade,
color, finish, and scoring in the existing of proposed curb and walk
adjacent to the basin.. The basin ncar shall be given a. tight wood
noat finish.
Curvature of the lip and sidewalls at the gutter
op.ning .hall not be made by pla.t.ring. The outlet pipe .han b.
~rimMed to final shape and length before the concrete 1s poured.
5.
Steps: 3/4 inch plain round galvanized steel steps are reqUired
as follows:
If V is 4.5 feet or less, no steps are reqoired.
If V i. more then·4.5 f.et, and not more th.n 5.0 f.et,
install one step 12 inches above floor of baain.
If V 1s more than 5'.0 feet, install steps 16 inches
apart, with the top step 6 inches b.low the top of
grating.
All steps shall be 4 inches olear from the wall, and
anchored not less than 4 inches in wall of basin.
U. d.-.
1lIW:1tSOE COUI<ITY FLOOD COIffIlOL
10'''--1
....I£1t CONSEItVATION ~'
-~
_r ,."Ift.
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Aprl5 2004
".O.l'.NO.
"',:11
CATCH BASIN
NO.4
STANDARD DRAWING NUMBER CB101
SHEET 2 OF 2
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e",.1ItoI .. H 15t
on. No'" 5
PLAN
.
'
SECTION A-A
.,
.,
SECTION B-B
NOTES
l. DIMENSIONS: UNLESS DTHERWISE SPECIFIED
Y"".5 FE ET. W 0 7.0 FEET
T • 6 INCHES IF V IS 5FEET OR U:SS. T. e INCHES IF V IS BETWEEN 5 FT. ae FEET.
To 10 INCHES IF V IS 8 FEET OR MORE.
yo 2 FEET 3 INCHES
2. CONCRETE SHALL BE CLASS '~"PORTLAND CEMENT CONCRETE (6.0 SACK).
3. THE REINFORCING STEEL SHALL 8E NUMBER 4 DEFORMED BARS. CLEARANCE
SHALL BE
I~"
FROM THE BOTTOM OF THE SLAB.SEE STANDARD DRAWING CBrOB-NOTE 3
-4 THE SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO SLOPE,
GRADE, COLOR, FINISH, AND SCORING IN THE EXISTIN8 OR PROPOSED
CURB AND WALK ADJACeNT TO THE BASIN. THE BASIN FLOOR SHALL
BE GIVEN A TIGHT WOOD FLOAT FINISH. CURVATURE OF THE LIP AND
SIDEWALLS AT THE GUTTER OPENING SHALL NOT 8E ".OE I'Y PLASTERING.
nlC OUTLET PIPE SHALL eE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE
THE CONCRETE IS POURED.
5. STEPS: 3/41NCH PLAIN ROUND GALVANIZED STEEL STEPS
SHALL BE INSTALLED 16 INCHES APART WHEN V
ElCCEEDS 4 FEET 6 INCHES. THE TOP STEP SHALL BE
6 INCHES BELOW THE TOP SURFACE AND SHALL BE
2 1/2 INCHES CLEAR FROM THE WALL. ALL OTHER STEPS,~
SHALL BE 4 INCHES CLEAR FR<lM THE WALL.ONLY ONE •
STEP 12. INCHES fROM THE BOTTOM SHALL BE
INSTALLED If V IS 4 fEET 6 INCHES OR LESS. AU. STEPS
SHALL BE ANCHORED NOT LESS THAN 4 INCHES INTO'
THE WALL Of THE BASIN.
-
"Y[1l!IOt: COUJrITY FLOOD COIfTIlOL
WATER CONSI:IlYATIllN llISTRICT~<'---1
-~~
•••.£.1«1.",. . .
CATCH BASIN
NO.6
ST ANDAAD DRAWING NUMBER CB102
NV\/'JG-'Z~
l"oio pick hol~ ••;.;....
- ::o::;;::::R!;::~
Allen
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sockelset
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(Diamond
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(Letlers ,"lIigll
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(ST hffJr 'fI,rJlr#llMlltI
Gap on rim of
'. _
coveropposite pick hole···i'.Jl !
-:-lifo 1oC-
TOP OF MANHOLE FRAME 6 COVER
TOTAL WT.
BOTTOM OF MANHOLE COVER
=130 lb•.
'r---Z3j''outsidedio.ofcover--.J, rAllensackel
I
~~.
I: set screw
~AitYATff~/.@W1{ "Z:z'Z •
O~tI;~ wh~re
, .'
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"
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fI
nblomsnm·/
'.---22"Oio. cleorapening ~
Outline where
CROSS SECTION THRU FRAME 6 COVER ribs ioin --_./
;.
-1
. '(/,;//
.:tJ
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'tC\,j
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:
J 1" I,J'Someongle
8t-" -'1'81 throughout
CROSS SECTION THRU RIB
AT MID RADIUS
NOTES
l Frome (J/1(/ C'Ov~r shall be gray cas! iron conlarming
10 Ih610fesf A.S. TM. sland(]rd A 48. closs.30 or
better. Galvanize per A.S. T.M :A385.
2 InslollIwo ¥J1"J(JAIIAllen socket set screws, SO"/o
piclc hole, in holes drilled ond lopped IN in depth.
Galvdnize per A.S. T.M .153.
22"Oio.
clearopenmg
3. Frome and cover shall bE tested for accuracy of
fif and sholl be marked in sets before delivery.
Retap frome as required fa suit set screws.
CROSS SECTION THRU RIM
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OAT"
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2004
CD.IIT'Y
noro
CllIIS~TION
CllIITIIOL
OISTIlCT'
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MANHOLE FRAME 81
COVER FOR CATCH BASINS
STANDARD DRAWING NUMBER CB10J
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SECTION A-A
NOTES
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ELEVATION
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IlCit.TS INaI' AlYtTS 0It 1II(l051 Stw.l. !II!
USED TO.oN l"/lO OR M;IlIE fJ'lAIIIU 'fO<iCT)£II
IIHJ TO TM: "N" aUIIl.
I · D[Ull 01' ENO 'PACEM SHOWS ,...SKtO
••
,.
(lIM[N$IONS.
AU. PAIITS SHALL lIE
(W
ST1l\IClUIIAt. GAAllf
STEEL. [XC[PT [JrjD Sl'ACERS, \l'H1G!1 "A'
B! Of' EITHER CAST II'lON OR 5TH!.
.u. [lU'OSm
M[TAL 'ARTS SIIo\LL BE CAW"'-
IlED PRIOR TO .I.S5EMBLY. WElO"C. MACHHNl.
olflD ORLUItG SlIllL BE OOIE. an'OAt G.Al~AN·
IZIItG. ALL DGIlOlSIClNS AIlE fll'llSHm ~"-
& ••
!>lOllS .flO IIlQ.l.ClE GAl-VAtutING.
TO'''l .. £IGIIT.
no
U'. POll GIIAU: SliD,",,,
..... UlttG FOR e-.TeH ""$11.·110. 4 WITH liliAn .... IHOWN,
u" LONO'OI'I eateN IlIlll-1I0.4 WITH CAL1111'N' GIlATl.
f)..
L!:i
"
·
00
,t~~
W
r,
•
I
GRATE TYPE
11
251.
2
24"
J..
,"
AS SHOWN ABOVE
CALTRANS STD, D77-B
CENTER SPACER
-
"\I[1l!IOt: COUJrITY FLOOD COIfTIlOL
....1[11 CONSI:IlYATIllN DISTRICT' ~f"-~
N'P!OOVIJl ....
'!:<
......1«1.......
CATCH BASIN GRATE
STMIDARD DRAWING NUWBER CBlO'"
CURB
\fl
,.
LI~l
IInWCIItCl.. ~ STEEL PEIl APPl.IC40L E
STD. 0'lfG. OR .0\$ OUAILED O"hl[JI..,Sl.
~';rWl1l1S
ttj;.IO· ROU.f.O PLAt!!
{A.S.T.III.AS61 FOII"1lI
_L
'-,-
5."Jar"48ARSI({w.u~IA.S,
, c . ..
... " . • _ . .•.
-
.. '.
-
.. '
u't,~
j
n
ei
Z!
Z6&.
.
~
•
..
,I(
....
4,
(l
!:~
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~
... -
..-
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Q•• ' , . ,
'" • rl
•
Lbh_
''(y
---l----,---}j
-:
.Q 4 . '.
,
'
,.~,
.0:1
.
il
4
:'d . ~ .
• • . .Q.'::4,<;\4
*'"
Q .
A
•
(>
,
'--ll'.R HOlf.INPt....TE
--- ADJUSTABLE STIRA,P SI!l DllAlL IELOW
.•
x \'a" iLLlN liD. B"ASS Sl.T a.- EIW C"ii ALLtIt WII!NCIlI.
ClIl,OR PUtCM ~," H0L114" OEEP ,",(. OM Sl."POlff toLJ '011 In selt'w.
'''0 G41.VIJrIlzm mlL-no, 5Qltllll ilIAD OR HEXOGOH"'L HUll ""CHINt BOLT smNOTE 5.
toP ORU l·tIC. TOP
FOR'"OIll!t"AL.LlNHEAOSlTSCRIW
''5'' II the shorte.' dls'once bttw.en the IIII of 'h' Catch
=
I,
2.
a.
BOlin ond 'he center of Ihe near",t prof,etloa bar, Set Not.S.
('lInftClll ClIt,"IoIlrlSId.1
,,'tIlS/i12 0'
'W .. t1l9@
( ITVPI
16 (uelpl at 8
ucllanl
l~'TEI'I'Or
,
~Thr,
OI'E.NING'(lIt CONe.
•
PLAC£lIllJotT E"lItO,
18
J
SEE SI>I•.ICI: Of.TA1L
N
#34a'_"XII@43M,
~ 'ATCH eASI,. TOP SU' IIElHFOIICIHG STfEL
HOT SHOWN.
l<
"
0 "~l LUCi1H AFTER WELDl a.ECTRlCALLY wtLOEO STUDS.
NELSON 4J SHlEA CONNECTOIt K.S.M. WELDING SYSllNlII\IISION
... fllt COHMlCTOlt Olt IQllAL, SUGCEIt AS IHOltl.flO llLOW,
M
~
_
I. ~ "
t-I
1Ye~1l11'."
Ii
N
g
~
~
~
"
ALL EXPOSED METAL PARTS SHALL GALVANIZED AFTER FABAlCAltON,
5,
PROTECTION BAR SPACING,PROTEClION BAR"S"SHALL BE INSTALLm
WHEN THE MINIMUN CLEAR OPENING OF THE CATCH BASIN 'EXcEEDs 6" BAR"S" SHAU BE PLACED SUCH THAT NO MINIMUN
. CLEAR OPENING EXCEED 6~
'.
.
~
CAl WHEN ONE E1}R IS R~OUIRED''s'' SHAlL BE 6}.' HQWF.VER THIS
SHAU BE REDUCED IF NECESSARY ·50 THAT THE CENTER OF THE
PROTEcnON BAR IS NOT LESS THAN 2
PLATE.
I. ~d ,I
.
j
,
\
\
: ......
,•
•
.
~..
II
.
[110 AMCHOM!
',LOCAtt A5:'
&lib.
.r --'- '1W
~
I
r
:
,
I.
-
-@
~
._&
.' '~~
-
,
-
-
::1:
r
FACE PLATE END
~
I
\>.
I
SPLICE PLUf.
I
,-
C....
WHERE CATCH BASIN ARE TO BE CONSTRUCTED ON CURVES, THE
MAXIMUM CHORD LENGTH FOR FACE PLATE SHALL BE SUCH
THAT THE MAXIMUM DIMENSiON FRO~ SAID CHORD (MEASURED)
PERPENDICULAR THERETO) TO THE TRUE CURVE WILL NOT
EXCEED ONE INCH, WttERE MORE THAN ONE CHORD IS ~EQVIFlEo.
CHORD LENGTH SHALL 8E EQUAL.
7.
WHERE LENGTH OF FACE PLACE IS BETWEEN 22' ANO 43", TWO
SECTIONS MAY 8E USED WHEN LENGTH EXCEEDS 43~ THREE
SECTIONS MAY BE USED. SECTIONS SHALL 8E SPLICED
ACCORDING TO THE SPLICE DETAIL. SPLICE SHALL BE Pll\CED OM:
FOOT F~ SUPPORT eaLT SEE SHEET 2 of 2.
8
LENGTH OF FACE PLATE IS W ....Z"FOR
THE DRIvEWAY CATCH BASIN.
g
CATCH BASIN OPENING = NORt.tAL CURB FACE +4"INCHES UNLESS
OTHERWISE SPECIFIED.
10,
SPACING OF ALL ANCHORAGE
I
1/~~xlO"fIOLW
_
'_
i" I
,
,
a
• :"
"",
,
I '---"'-,
1
V.. V
".
---
," I
AlL
CATCH BASINS
EXCEPT.
PUTI!
1'4"
'--
I.....!.-.J
,-
r-t-=::I
I
- - - :":\]' B
6,
'0" III'TALLAT,O" DIT..ILI SII 11'0.0".2011212.
I~ . ---, ~1
'-'
.]1:.:
1""'"""1
[ -"0'
I
lSJ.
~
"
,
I
ROLL ED
(S) WHEN TWO OR MORE BARS ARE REQUIRED "5" SHALL BE 60/. .'
WITH REMAINING BARS SPACED AT 6¥4"C.C. THE SPACING OFTOP
IIld'lIlI4L $llALLI! CAST lUll•.
STJJlIIU"I SHALl. ea GAU'... rutrD,
I j~"'"
~ r /~"~~;'d-"
I '\)
y...' FROM lHE
BAR SHALL BE REDUCED IF NECESSARY SO THAT THE CENTER
OF THE BAR IS NOT LESS THAN 2 'h." FROM THE ROLlfD PLATE_
eAlIlt...n BOLTS,
~
~
4.
Z-~4~ SQuAllE HOLU 'DA
,NUllf(()R "'C'I! 01' C,l,TOl
IIASlN DID WALL -.......
A
i
SUPPORT BOLTS SHALL BE.EQUAL IN LENGTH TO CURB FACE ..
4"±' FOR ALL CURB BATTERS.
ADJUSTABLE PROTECTION BAR STIRRUP
DETAIL OF CATCH BASIN OPENING
T(I/AllIES)
N
3.
,~.
NOTE:
~
:<'ROTECTION BAR SHALL BE INSTALLED AND SUPPORT BOLTS
SPACED, ACCORDING TO SHEET 2 of Z.
'I;
'Of;
'1.
2.
~~ Ji:::B
l
~.·"ITVP.11
•
'I.. "
SUPPORT BOLT ANGLE "cG"SHALL VARY 10 CONFORM WITH BATTER
OF ADJOINING CURB.
---1:,.."
~~~.D1~i::':;;'. f:
,"
~
. -
,----
IltUn,"
~~~~~'::==:.r.
GI
PIIOTECTION 1Mf!
s~r.1tQTI
:I:>'~
•
~
<I
.....~7·.:....;.::.]
8: u l ,
I
a
" ,
:...
01
r:O
i::l
S·
fl ~
.f l " ,
I.
...
,SIll\llAL1( &.OPE
'Y.IlAOlI
•.'!l
!\~o,
/-.....
'I·.............
t
"'15MO'...
"
!
NOTES
M
a.
SET END ANCHORS 3" FROM ENDS OF FACE PLATE.
b.
PLACE ONE A ANCHOR AT EACH SlOE OF ANY AND ALL SPLICE
JOINTS AND WITHIN 6"THEREOF.
,
\.Ocm \IlELOS IlII LONGER
V ..... S£GlIl!HT.
SPLICE DETAILS
NOTE
~tinQ Steel ond
Spll'ee flol shown AbOve Detaili.
Spote Anchors approltlmotery evenly 1II11S" max, CoC. between end
onchors ond o.1chorl of splice Joints except omit ot B onchor
Iocotlon, Spon B onchors 0lopproxlrnofely·450mox, betweeR e
end dnchor•.
DET AIL OF CATCH BASIN
OPENING 8<
INSTALLATION DETAILS
ALTERNATE METHODS FOR FACE PLATE ANCHORAGE
""re,
_~~_
2004
".".,. N<I. 32331
STMIDARD DRAWING NUMBER C810S
SHEET NO.1 OF' 2
L.A.C.F.C.D. STD. NO. 2-0175
C:j:-- - - - - - - - • FlafflJ7 oneh", ..Juffic irznf 10 prellu,nf turfll"g - , ...
~ Sid 601" ".,r#"9'"
....
.sfNlluP'
v,,-8rOSSDI":1'\
.,
• sroml.~, 1t'e41
T ' (jDlv Bar:
~;Joclr'f .s~1 scre,.,
Not• .s
: .I
\
<'~'tI:
I
'{'"
I :,II,·x
J
s••
1),1" f"Atil/!Jl \
.
df!i
'~
J
.
-
"
•
J •••• \ .
X'?!'!~~(.e:
- - .•••.. -i
1.·, .. ..;
;.. •.•~, .• .1
L
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.;".,
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:-
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:
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~tJIIPlin9 10 Fit .MIII (/",r ,nl,r. 1,,,,111.:,..
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-
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"'/'IOTc:Srou,,,,,lomlllSS
"IItl sock" sri serll.
I-
~
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1,.,;1
- ,8alln
--
(,101"<:''''
1t
1-t'
,
II
Af
II
'-'Se, NOls 2
~. &11
SqJptx/ See Sh. 10(2 .
_
FLOW
~
-.;~"{
j
J,
....
n
'"
•
. __ . __ ._ •. _. __ ~l'!~._.
._ .. _
•_.._.-.e. ~~!'9'''. _... __ . -l-....:!:.!-.'!~.9!A.. _.....• +-
'~"
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e
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Ul
--I
)-
z
0
Ul~
O
I
fTlO
fTl:;o
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z:§
oz
'e;)
I'.l
z
oc
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[D
I'.lfTl
:;0
()
[D
0
U1
NOfe 2
-.- .... --- .• --.--
'II
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• 4."
~!. ~ .L;!!'.!l~1... - .
SECTIOH A-A
CD;;o
»ITI
;;03:
0
"T'l<
0»
;;OlD
r
'NDrIS;l
()ITI
»
-l"U
();;o
IO
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CDITI
»n
Ul-l
20
Ulz
2
fA
SECTION SHOWINu LOCATION 0"
ANCHOR AT WALL Of' CATCH BASIN
·w-
0
All bill'S shall DS r6011l. hol-,ollsd slssl pili" A. S. T. M 08signo/lon A-:J6
Bar Istlr/lps sllall no! ue8sd 21: and sholl Ds cui 10 1;1 In f/sld.
WMn ·W ;s 0'l1V 21. pro/,el/on bar shall consisl of Iwo or mar. StlC/IOflS
iMMnding upon Itlng/II 01 basin Laeollon of spsciol support bars ond odd//ianal
': oSocktJ/ Sill scrsl¥ shall btJ dll/llrmlnlld by f/111 £ngl/l88r lit Ihll /I"ld.
Ills loll coupllll(J 01 dawnslre.o~ end. pI cp,ch '!osin opelling
~
. . ,~.
....
ELEVATION
_. __ •
'<1..
~ 'I' . '~
Sa"
~
-ft..,
- .
S~~ 1-,. .]I ~
~h
DETAIL OF ANCHOR
TiJ"cFCakh&
on Ins/tit of Colch
"~"'j,, ?,
Sheel/of2.
t,
"f &SII1
~.~
For Prol«//OfJ
SPOCIIIg Dolo,
,
~
a
~
.
, ~'
5"
: '"~'"
...... -. --'" - - - - -- -- ~
..........,'Prill and Illp ;or -:J";r i -hron
sef 3crew
lilt! CDVpfl"9.
..:
,./
•
'.; or stoml,s. skel uu:*~ f
"'u t '(,It(.,~ .. u
I
)-
/
• _
r cenlt'recl Oil
Il'DFnDfl-ftrp6,~tlSItf.p;pe /hrlJad)
o
,
::
':- _._._ •••••1....•/:. ·-t-i
F Sid. 60/« Wrtlllgllf 51'(11 CDlpII1I9·...
'>
\ ~
,.
~. "
.
\
/0' '.
oj'
'- =
-,,~
' ".'
~ j'
I
,.. ~
:
,:
,/
r:
,-
(I(lel )
WuM8£ROF NUM8£ROF
SlJl'PORr X·l.ENGTHS
Boas
I
2
IS'
2
IS'lolD'
20'/p 25'
.3
4
.3
4
25' 1030'
5
5' fo 1O'
10'
I~
S
6
NOTES
W
OF
Vlfl. )
I
c.B.
From~J
m)
tor
t07
107
14
14'
14'
14
4
8
8 12
4
4 8
8 10
10 12
6
8
10
6
8
10
10
4
.FRONTWALL REMSEN{) WALLS
ST£EL
8FLOOR STEEL
Hor.
Vert
Eaell WOy
#3g6' "3 ~6" #
3 [16"
4 IJ12"
"4tf1lf>" '4 (ll2"
'411KY' ~'4t11O .- 4 # 10"
3€16" '3 lJ6' 1# 3 &I 6"
"41J17' "4 IJ? II 4 I/J C'
'4l'8" '4 ~12" " 4 (fJ 10"
"'4116 '4 ~/2n • '4 (} 10
8 floor reinforcing sIlown hereon sholl be
used wilh Co/ch easin Standard Drawings.
2. Reinforcing s/eel shown hereon sholl be uSfid
in all Cofch Bosins on Siale Highways regardless
of basIn leng/h or deplh.
J. Wall
"
3. Prolllde wollS floor steel reinforcing
WhM fhe followillg V
depths are equaled' or exceeded.
•
Basin length= W
Basin depfh V
=
To 7. 0'
7' To
WALL AND FLOOR STEEL
SECTION I
CATCH BASIN RE/NFORC£MENT-"W" 10 /4' (/ncll
-
10'
14.0'
7'
14' To 21.0'
Over 21.0'
6'
All Depths
TI)J1 Stalls/.,t,S"
Colt;h Bastn S/IJNlIJ'd~ - ..
V{/I )
90m
4
5
6
7
8
9
10
II
I
FRONT WALL
STFF'J
REAR WALL STEEL
EN/) WALL
STEEL
,~r:J} W Bars ASB Bars C Bors 0 8(J1's E HtT.8 Vert.
3 1124"
3 €120"
8 " 3 (fJ 12"
8 " '4 (I 17"
8 II '4 (J /3"
10 II 4 t; /5"
10 10 # 4 (i /2"
/I 10 II' 5 IJ 15"
'4
6
II
"3n/?
5
6
7
8
9
8
II
"3f;J12
12
10 "6
(j)
-
"'fIJV1'i
--
'3(18f"
"'3#6';'
'3 fl7+'
~1J12"
1":1'.0
'4 LJ
18"
4.dP4 /I 1" 18"
"4@24' #3 ~/4"
41824 "3 14"
41124" "3 14"
'ii4~ 24 "3
14"
If4I1l 20 "3
1/"
Mill'20" "3
/I"
II" "4 (j18" "3
1/"
1/"
9 ~ 13" "3
y:(::Jl.. ~)f15dl(1.-2"
X4V+IJ-(CF~H"'4n
Reinforcing sleel shown !Jereon s!JolI be used
In all Cofch baSinS whsn excavation or sOl7
conditions require both sides of the wails to be
formed regardless of bosin length or depth.
I
Y
I'"4110rs
SECTION 2 g24'
THAN /4'
--....
t
"4lulrs
-I~ 24",...
Tit
DUI;:'
8tJr~
D
Wher. reqll
.r
FLOOR REINFORCEMENT SECTION 2
'--R4---1?
SID€8ENO
t WALL STEEL
~-~LJ IlfIll BARS 6
4 6 "3-(ij 6"
'4 8 8 #4/(j 6"
8 12 10 "5@6
V(ft.)
GRATING BASIN
BarsG
REINFORCEMENT
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
APP~ O~
CATCH BASIN
REINFORCEMENT
CHIEF ENGINEER
DATE:
April 5 2004
R.C.E. NO. 32336
ST ANDARD DRAWING NUMBER CB106
4 -
s/i'x I ~l' BOLTS
DRIl.l. Pl.ATE III
WITH
'A,'
ANGl.~
HOLES,
MATCHED 4 PLACES
1,1." CHECKERED
Pl.ATE
PLAN
3" x 2 '1,,''.,t't.''
__-
36"C.M.R
DETAIL
"s"
."'",.:=:.:...:...;:..:.;:..::........::::....-
36" C.M-P.
TIIICI(NES~
,~
:l!
'",
...... ,.,'
_0.109"
_
?
t...
........
P .... ,:
'.~" ,~f>
• •!
NOTES
'I.")C I 'II." GAl.VANIZED BOl. TS WITH
HElC NUTS. FIEl.O WEl.D EACH NUT
TO ANGLE,
DRILl. HOl.E ~:" "'-ATCHED" PLACES
AS SHOWN IN PLAN.
PLATE AND ANILE ASSENBLY SHAU
II! GALVANIZED.
UNLESS OTHERWISE
NOTED ON PLANS
SECTION A-A
INLET TYPE IX
(CHECKERED PLATE>
FOR TEMPORARY USE ONLY
•••.£.1«1.",. . .
5TNoI0MD DRAWING NUMBER CB107
(or checkered It.
optlonol) s .. Standard
GRATE
Drawing C B 107
-j2"r
RODDED END
----;.,
LUG ~"'_ • I Y"'-""~,\-..li-;ll--if-1..
PUNCH IN HOLE IN
PIPE TO RECEIVE
,.
LUG.
DETAIL "B"
-1"
SEE DETAIL
PLAN
-a"
Grad,8' Min. Circle
around Inlet WheTe
EIlI,tin", Grade
-:==;a~~~6"
L~12M
t
6 OPtn!ng, at
36" C. M.P.
-, _
Exls!lnQ Grode
_ NOTE:
1_
Openings ore optional. Use 36 11
THICllNtSS~O,IO!l"
C.M.P. Thickness =0.064 when
openings are omif1ed.
VARIABLE - V DEPTH
:i
i
NOTED ON PLANS.
,.
- .-.
~."
IS" R.C.P.
or C.M.P.
THICKNESS
00.OG4"
poutble.
.~
IS"C.M.
THICkN£s
'0.064
UNLESS OTHERWISE
NOTED ON PLANS
T
<0
SECTION A-A
NOTES:
I. PLACE GRATE BARS "'ARALLEL TO FL.OW.
2. GRATE
AND FRAME SHALL BE GALVANIZED.
-
"vtllSOt: COUJrITY FLOOD COIfTIlOL
N'P!OO"'" ....
1I....r.'
WATER CONSI:IlYATIllN llISTRICT~<"---1
'"..... "
"5 200+
::'iii
•••.£.1«1. J.iI...
INLET TYPE X
(GRATE DETAILS)
FOR TEMPORARY USE ONLY
5T ANOARD DRAWING NUMBER CB10S
E Bars - 2 Above 8
.r 2 Below O,nlllng
C8artl
/
"t;
_l.
12 MIn.
3"R.
(SHit,,,
~j
r
Varies.
u
,j2_ Min.
rr
• ...,
;
/,
•. -",...1. / , '.
/~t.:=::;':"-r· ~
L"E Bors-2 Ahove a
~
(#"@i 18 .,
SECTION A-A
.....
~., .cII8 ~r Clos.r
A \.
\,011
C 8ars
'"
#4 §}12
t
Closer
2 8elol'l Opening.
NO rES
,.)tPLAN
J'z"
I. Re/'nforclng sleel slloll be I
cleor from inside
foes of concrqle unless a/herwise sllown.
CORNER CONNECTION
loc~ of Colch 80sln
rail ~holllJe cuI 01 CM/., 01 opening and /)enl
1nlo 14'0lls 01 monol/III/c conl/ecllon. !telntolclng
sleel tor oulslde lac~ of Co/ch 80sln 14'011 slloll
2. ReinforcIng sfeel lor Inside
b. cui 2"cleor 01 ope"ln,.
:1. Connecllon Mol/lie pour8d mO/fOlilhiC wllh
Calch Sasl". The round.d ed,e of aul/el sllo/l
h8 contll,uel.1I by pouring eoncr.'e ogolnfllo
curv.d form wllh a radIus of 3."
4. Floor of slruelu,. flltall /I••I.el- I",,,el#d 10
.prln, /1" ..
5. Con"ee"on. fholl be contllrllellff w".,.
{a/. Plp'fI/2 Inehll$ 'brougll 12 Inchuln
dlomel.,. 1,,1.' tJ( 011/1., thrall'" ca,,,u
,
of C,"cll Ba.ln of on (Jngl.lestl 111"1' 40°
'- C 8ar.
(b). Angl. A, for pfp,s 24 /Pcllu '''rough 30
Incllu In dlomtlltlr, 14 I'$S III lin "'~
PLAN
• ,
".
....'
C!>or_
,",
• "•
" •
~
"
'.
DOE
bel,.
• ,,
..' ,
.
,
.".,
•
,
•
_t't
.~
"
'.
0
Cb..... 0 8E
bo'"
••
SPECIAL CONNECTIONS
TO CATCH BASIN
""TO'
""""'rl5" 200+
......1«1.......
STANDARD DRAWING NUMBER CB1D9
B
~OLE
FR....E • COVER
A
.....::..
~
.....
: :~.:.'~
..
... >
, .' -.
B
SECTION
.
IF TOP
,
PROTECTION
-
'
1. OEIllENSIONS'
H_ 9" OR AS NOTED ON PLANS
y .. SHALL BE SHOWtl ON Tt£ PLNrlS CS'MAX.l
W- SHALL BE JS" OR AS NOTED ON PLANS.
T_ IS" IF V IS 4'OR LESS.
T_ 8" IF Y IS S' OR LESS
D- lIS" UPl..ESS OTHERWISE SPECIFIED•
",. JlS" UPl..ESS OTHERWISE SPECIFIED•
'
..:..
'':.'".:.
..:::.~'.
....:
. ." ~
.'.~.' ",
'.
C)
ELEVATION NOTED ON PLANS
'. •
. ..
.::. '.
STEPS-SEE
• NOTE 5
,-~;
2. SEE STA/tJARD DRAWI\IG CB lOll FOR
W....L AND FLOOR STEEL REltrFORClrlG
J. STRUCTURAL CONCRETE SHALL BE CLASS "A".
4. REltEORCtiG STEEL SHALL BE NO.4 DEFORIlED
BARS. CLEARENCE SHALL BE 1/," FROM
BOTTOM OF SLAB.
J, 1_-----','----_1, L
SECTIONC)
5. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT
FtiISH. CLRAVTUM OF THE LIP • SIDEWALLS AT Tt£ SIDE
OPENNG SHALL NOT BE MADE BY PLASTERING. THE
OUTLET PPE SHALL BE TRlilllED TO FINAL SHAPE •
LENGTH Il[FORE Tt£ CONCMTE IS POLRED.
1
IS. STEPS'¥.." PLAN ROLtlD GJlLVANIZED STEEL STEPS SHALL
BE INSTALLED lIS" APART Wt£N Y EXCEEDS 4'-1S". THE TOP
STEP SHAlL BE IS" BELOW THE TOP SI.RFACE • SHALL BE
2Y'z" CLEAR FROIItl Tt£ WALL ALL OTt£R STEPS SHALL
BE 4" CLEAR FROM THE WALL ONLY ONE STEP 12" FROM
THE BOTTOM SHALL BE NrlCHORED NOT LESS THNrI 4"
tlTO Tt£ WALL OF Tt£ BASIN.
7.PROTECTIQN BARS ARE PLAIN ROU..., STEEL BARS 1"
DIAIII[TER ANJ SHALL E1E "'STALLED WITH ENDS
EMBEDDED IS".
IS.ALL EXPOSED METAL PMTS SHALL BE GALANZEO.
9. SLOPE E10TTOM TO OUTLET FROM ALL DIRECTIONS.
CONCRETE
DROP INLET
STANDARD DRAWING NUl.IBER CBllO
..
L.A-c.r.C.D. No.2-Dell
rio'HL~' r._, l' !csIl' r._" l' rtl' h· . - c.,.
""'.""c.,.
[NNG
1
\
OPENING
BASIl!
11~
Z
TR.GR.
FLOW
c
-~'
-------1
SEE
OTE 2
N
J'
~ ISTRIrIGHT
4
ALL CLAB FACE
EQU....
\
T
\
Ta>
or
-FLOW
----
5TR. GR.
~'"
~
L
SEE NOTE 2 /
./'
A'
I
./'
rH""\
3'
./
L
I.frILESS OTHERWISE SPECIFIED
/
SEE NOTE 2
(GUTTER FLOW LitlE
SECTION
WARPED.s'~
..
'/tli
GUTTER",
c
~--.:f;.'R~~ OFF
~
DEPRESSION
A
....
I~R'
GR.
'"'4"-0"
"1
~
iCATACH BASIN OPENING NOR..... CURB FACE + 4"
r--
E3
~
NORY..... C,r.
Y,N ElCP....SION JOINT MATERIAL
=
1. LOCAL DEPRESSION SH....L BE CASE B OTI£RWISE
\SEE NOTE 2
CASE B
SPECIFIED ON GENERAL PLAN.
2. ELEVATIONS AT OUTER CORNERS SHOWN ON
"'"
_
T
8'
\\
\\
II
./'
i
~
MEETING EllISTING'~
NORM.... c.r.
,_
OPi~':'
W
J J
I~
RIOE--....
JOINT MATERIIt..
I
\
Iii
Y,N EXPANSION"
•
~
c
Ii
:
GfUrDE ---.....,
SIDE
CURB.......
_,
I
.,..-SLoPE BREAK LlNE--."
I
C~EA
r - - - " C ·_ _~
c.r.
)1\
..--STRAIGHT
1/
/
BASI\I
jl\
_
NORWAI.
OPENNG
BASIN
~
SlDE'-----
•
GENERJrl. PLAN. F NO ELEVATIONS ARE SPECFIEO.
T
11£ OUTER EDGE OF LOCAL OEPRESSION SHllLL
NORIotAL. C,r.
I'
OPENNG
BASI<!
CONFORt.I TO FINSHEO STREET SURfACE.
J.
/
A:- 4' iJ'lLESS OTHERWISE SPECIFIED.
T_ SEE STNt)ARl) DRAWING CB-l00. NOTE 1.
SEE STNlDMD DRAWING CB-lOC. NOT[ l.
w'"
FLOW
-------
/"
~.
~ ' ~ 4'-0,~.... , .
WARPED
~...P
GUTT[R
STR. GR.
/e"....,.--
........
STR. GR.
Shy.
't
~:-t{~
.,.,.
~
SEE NOTE 2
'/z" EXPNlSlON
~lSrl
JOtlT t.lATERIAL!?J
SEE NOTE 2
4. WH[RE: NO CLI'B [XlST, CURBS SHILL B[
CONSTRUCT[D II[TW[[N [NOS OF LOCAL
DEPRESSION. CURB SECTION SHALL COPFORt.I TO
THAT OF CONTROLLIIIG AGENCY.
FLOW
-----
5. DEPRESSION SHALL BE CLASS '''8'' CONCRETE
<
CASE C
LOCAL DEPRESSION
NO.2
CATACH BASIN OPENING. /
NORWAL CLI'B FACE + 4UN-ESS OTt£RWISE SPECFIEO
I ~.,';:;;;~"'i"'"~--"L-""''''''
I'
""'" ....,1, 5, 200+
•.C.I'.NO."""
5T M1DARD DRAWING NUIiIBER LD201
,
•
NORMAL C.r.
\
r-l
'
'
'---------:11
I'D\
•
.
'Y"
I
SPEC"'.
NORIIIA!.
I
:J
\
·E
SEE NOTE 2
".~
Y'>1:V~:TR'
",.
(;RO.
'/z"
0
,.,
OPENING
~.
GRATING
---
~
STR. GR.
I
•
II
FLOW
II ~tt..D~SLOPE
•••
",.
A'
.-
.~
SEE NOTE 2
7'I' 1
"
V,"
•
~
EXPIHSION
JOIrlT MATERIAL
NORMAL
-\5£[
c.r.
NOTE 2
FLOW
11£
,.~,. s~J L:J
,.
®
SECTION
l!lllIES
'I
NORMAL
1. LOCAL DEPRESSION SHlil.L BE'
CAl CASE "A" FOR CATCH BASfrl NO.4 (SEE STANlARD
DRAWING CB 1011 UPLESS OTI£RWISE SPECFED.
IBI CASE''Il'' FOR CATCH BASIN NO. II ISEE STANlARll
DRAWING CB 1021 LIrlLESS OTHERWISE SPECFIED.
c.r.
2. ELEVATIONS AT OUTER CORNERS SHOWN ON
PRO.lECT ORAWINGS. F NO ELEVATIONS ME SPECFIED.
11£ OUTER EDGE OF LOCAL DEPRESSION SHALL
CONFORM TO FltrlSHED STREET SURFACE.
I
I
OPENNC
.......- F O R _
I
CRATrolC
II
J
SLOPE BREAK LINE
.-r-
./
~ Vi"
SLOPE BREM LItE
51R. CR.
'M
I)
STR.C~
1__ .:"~T~": _J
I
IMAX." SHOULDER)
-
\
FOR - I
CASE A
,..-.1
...... C\ I'
•
\1
-r---
SEE NOTE 2 /
PAVEIIIENT.........
r1
I
I
\SEE NOTE 2
""-.
•
s~
•
/'
~
"'-
3'
.J
I
I
..-!'
•
..-/
T
iJ
FLOW _
CASE B
•
.."'.."\ I
c.r.
I"
V
-"""-'SLOPE BREM LtlE
EXPANSION JOINT MATERIAL.
,_______ n
I'D\
T.'-../.
....--CATACH BAS.. OPE...C '" YORIIIAL. CURB
+ '" ,"-,. . . . . . . . .,
~
s~.
_ FLOW
3. ,... 4' U....ESS OTHERWISE SPECIFIED.
T'" SEE STANOAIlO ORAWINC C81Dl OR C81D2
W" SEE STNrlDNlD DRAWING CBIOIOR CBl02
SEE NOTE 2
Gii:-
4. WHERE NO CLRB EXIST. CURBS SHALL BE
CONSTRUCTED BETWEEN ENOS Of LOCAL
DEPRESSION. CURB SECTION SHALL CONFORW TO
THAT Of CONTROLLING J(JENCY.
~.
ExPANSION JOINT .....TERIAL
.
EXP'""-:J:
~
CASE C
-•
~
'5
~lSrl;S
. <-li
·.~c
N ~2iie"'"
~'V'1..0'1-"4>.'"
OJ:
C"I..\~
DEPRESSION SHALL BE CLASS "B" CONCRETE
-
IlIYEIlSIIE: Cl1U'lTY fLOIll CllNTIIOI.
WATEIl CllNSlltYATION OISINCT
.-:'~ DL-~
""'"
....,1, 5, 200+
••C.I'.NO. "'. . .
LOCAL OEPRESSION
NO.3
51 ANDMD DRAWING
NUMBER
LD202
L.A.C.F.C.D. STD. NO. 2-D189
NOTES
#3@18
Val.OI for /I.8,C, Elev. R, and Ehw Sat. sllow, on Pro)ec' O.. g·••
I.
Spur
To~le
T
#4@18 E.W.
When Bis60·
or over.
••,.h
SECTION
3.
TABLE
B
10 opprox.
radius of I.D.of lateral WIth
a maximum of 36:'
/
j
......
.......
12
4
J5
-4~.1..
18
21
24
27
30
33
36
4Vz
~g
Stol,!!!! ~In.!
42
45
4S
51
54
New or existlllg constructio n
• -_. .
. I · bars
W
~
Round Edges
Elell.S
2-G bars
4"o.c••
." ..=
.
"'1"~.oT7"""
~ .."
o ,o
'.~
:oli~'
••
66
lOY..
see note 8
CD
120
17
126/
I
132
17Yz
17''''z
18
from 1n.ld.
J . . etlo" .IIuclu.e '~DlI be poured mcnolilhlcally with main
4.
line stor. drai", ... anb~l. or tronsitlon .
~
5. F100. of .tr.cl
G.
Slr •• 'ural Co
shll bo .,. .I-tr.w"ed 10
t~e
,p1lnQ 11 ...
t. thall 1>. Clo .. "" ~
7.
Emb.d ...nl P, .hall b. 5" fa. U' 9'" o. I. . . and 8" f., 8 ovor $I~
8.
locUlI1 und.r slTacl.'. wllb 1-3-5 .. Ix con.r.te ,or compoct
'0.1 ta ..loUv, el. . slt~ re'lulr'd by .peclflcotlo,,,.
II)
CD
::Jl:
@
80cU,1I mol' be allUtid If .truct" .. is laid on unell.oturl>ed
.ort.. to .to... d,olll wall.
9.
1/'1
~
II
108
114
144
; @.,
.nllf.&
11"'4
12'{z
113'1..
14
Io;'/z
16
16'h
,\I; clee..
bollom of Jun.lIon .t.uc''''O.
6>
9
9'1z
10
RelAforel,g ,he' ,hall be •••oI,h' bats
and .hon b. c.1 In eenhr 01 oplRlng and I>,nt Inlo top onel
~
::::'0
......
cr .. ...
7Yz
7 e/",
8
8Yz
63
bo.ln .onn •• lor pipe opply 01 In .. de wall of .Iru.t",•.
W liar. af. of .12:.ond .paclng spec.fied fot' wan s'eel 011 plan.
7
60
',,"A
,,~.
.. <S. ;.;; ;.::.:...~-;.~.£4
51/z
6
6'/4
,6'/2
q'",
72
78
84
90
96
In2·
2-H bars
4" O.c.
5
5'14
<;
&:,q
D bars
Intersection of
foc. of cooc .. t, unlll' ofhorwl. . .hown.
Ill.
T
(In,b..1 (,oo.eol
L...-~Round edges
'ro.'.Os appl1 lOt tho
c.anter Iintls af mal... liRe cad latera'_, ...cep't' thot atatlana for
For dimensions and bar sizes
p
of Valu .. far T abOWD aD 1M. pia n.
2... Stotiona spaeifi.d on
t-
"It:
The need for on edge beam ondlor additional reinforcement sholl be
investi\loted by the en\lineer for anyone of the followin\l conditions:
o. ,,"gle" is less than 30·
b. top of inlet pipe is less than 6" below the soffit
c. Flow line of inlet pipe is less than 7" above the floor of the RCB
at the inside face.
II)
X.
@
Limits of existing construction remOVal.
\l)
'It:
'Ii
SECTION p-p
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION OISTRICT
APPR~
O~
JUNCTION STRUCTURE
NO.1
CHIEF ENGINEER
DATE:
April 5 2004
R.C.E. NO. 32336
5T ANDARD DRAWING NUMBER J5226
Concrete
CrddJe
v
SECTION
I.t-~
Z'
ABLE OF VAUJ[S FOR
--
T
I
I •
·
·
,,'·
··
-·
•.
4
f.
.
,.
•
,,
,:.-
!I
-H--
t
-H--
SECTION Z' Z'Z·
fl1>jecIed '" V-V-L
-
FlY[1I!IOt: COUNTY FLOOD COIfTIIOL
N'P!O:l""'....
--I
WATER CONSI:IlYATIllN DISTRICT' ~....
~
".0... 1«>. .....
JUNCTION STRUCTURE
NO.2
5T ANOARO DRAWING NUMBER JS227
SHEET 10F 2
NOTES
FOR
JUNCTION STRUCTURE NO, 2
1.
VALUES for A, B, C, D, E, F, G, L, Elevation R, and Elevation S
shown on improvement plan.
2.
PIPE shall be cradled in class A concrete extending longitudinally to points I ft. beyond the limits of L H=h outside
diameter of pipe + 4" as a minimum. Cradle may be omitted
on side opposite lateral inlet when constructed in connection with existing pipe storm drain. -
3.
A AND B BARS shall be carried to point not less than J distance
from center line, J-i~+6'"
4:
RECTANGULAR OPENING in main line pipe shall be cut within these
limits normal to pipe surface without damaging steel.
Values for F, G, and L on improvement plan.
5.
TRANSVERSE REINFORCEMENT in pipe shall be cut in center of
opening and bent to uniform distance from top and bottom
of junction structure.
6.
STRUCTURAL CONCRETE shall be CLASS
7.
REINFORCING STEEL shall be round, deformed, straight bars, 1~1I
clear from inside face of con9rete unless otherwise shown.
8.
STEEL SCHEDULE as shown.
9.
MONOLITHIC ARCH: When Junction Structure No. 2 is specified
with reinforced monolithic-arch storm drain, value D shall
refer to the clear span of the arch. Reinforcing steel
shall be cut and bent into junction structure the same
as for pipe. Concrete cradle under reinforced monolithic
arch is not required.
10.
II
A"
FLOOR of structure shall be steel-troweled to springing line.
JUNCTION STRUCTURE
NO.2
ST ANDARD DRAWING NUMBER JS227
SHEET 2 OF 2
2- 11"6
In[lt pipe
bedding
Nllt. "Orlll'
lurfool
.quol.O.D.
T
>-U.b;;::i~-ji~·,•.s:;:•.y
£I.~·:::
'"
,
Backfill With
cone. or loll
rllotl"l d'Mlty
req'd. by sp.ellleaUon•.
",'.." ...,' '".
'0
#5@6 ,
2'· "Long
2- 6 ..
~' ... 6.
....
SECTION A-A
CI
6.'
.~. ~
~,6
'.
•
~
6
• ~
,
6
•
•
.,•
• 6 • . . ~ . 6 ' .,.
SECTION B-B
CASE 2
Mln.bHrll'lO
.urfool
IqUllI aA.
2
s" .."....·.. °··..·..1·
T
A
".
#.@.
O.D.+&"
SECTION C-C
",.
CASt 2- COLUMN SUPPORT
CASE I-BEAM
SUPPORT 0'30"., LESS
;::::~:~E::~~o:;:;'6"
e.-...:
pip. l",nd.
r:,.~.E~j~5r;3J----
r
0=60" OR LESS FOR C.M.P.
D::30"0R LESS FOR R.C.P. OR C.P.
FCH' outllt see stondord
,s,.,....-r
t~"·~:~:~·~·O'11I r100:~tCh
11••:t '
'") - -.,.,
_ 1;"1 e·
i1
'"
' .
::T:
"'.
I.., .,
\" "f
\
pipe ellceeds dlmenl10nl gluln abo"e.
3..Unlelll othlfwlte tplclfled ColO ~ Support
sholl bl ulld.
4. Elevotion uS"sholl bl ,peclfled on project drawIngs.
c:.
0
.
'.
••. ,
6"'·•. : . .....,
"
.
10
~"~·;:·~:Io-J!.c' BOX
SECTION
E~E t~6~
#l6@4"llnglll:Dlnfl.,',p1acld ufllder cut bora ond on·
top of uncut bora In lIottom of tol' .1011. Omit bllrs thllt
filII over Ild'walll.
" ---
\
~~~:ti=--lE
li~"V~~-:l
;
"..", ."..
E~.
'll/
~
ba,ln pIons. NOTES
I. All corrugated mltol pipe and fittings sholl be golvonilid.
2. USI Junction Structure No.1 whlre SIlO of the inlet
t.. ,
0..
-'f' '1
I~"
_
O
PLAN
ellt bG,. 2
'.~~"
..
~
M
SECTION
0-0
h I.
fu
"5@ 4 i~O~b~'~~~'Ji~>./.>~~E;l;J'-''-CASE
- TOP
SLAB ENTRANCE
=30"3OR
LESS
1'<:7
Pieced 2"Cleor
of Hole.
I
',-
__
•-
0
-
FlY[1l!IOt: COUIITY FLOOD COIfTIlOL
N'P!IO"'" ....
Il....r.'
WATER CONSI:IlYATIllN llISTRIC" .,..~~
."IU.
"",,,5 200+
~
•.•".1«1."""
JUNCTION STRUCTURE
NO.3
STANDARD DRAWING NUMBER JS228
FOR OlJ'Tl.ET SEE STD.
CATCH BASiN PLANS.
PLAIN or REINFORCED CONCRETE
PIPE or C.M.P.
;
ELEVATION "s"
See Note Btlow
d' .. CATCH BASIN
4!t ,~ FLOOR
BEDDING OF INLET
PIPE.
BACKFILl. WITH COHCR£TE TO
SPRlNGo.1NE OP Ltn'ERAI. 011
COMPACT SOIL TO RELATlVE
OENSITY nEOUIREO BY
~ .~.~
Y/"',\ ·... "4« 1,,:
'l11 4'. ii,·d ••:
~ ,"<:.' ~ .. ...;
7.M
SPECIfiCATIONS.
PIPE BEDDING
UNDISTURBED
MIX CONe.
ENCASEMENT
113:5
'A'"....;.
;.:;.4.!!:'9· "'".
"
~:.,
t~"'#
.:~.:.,'••"
• ::·..·t~: ..
,'.
'''!.
·;>..>
,
.
E'\RT~~~6~t~~.
CASE-I
0.<>
Minimum b.arlnt
lurfan ,,,uols
J V20.0.
/ilS;
(,~:
CASE-2
CATCH BASIN ABOVE STORM DRAIN
NOTE
ALL CONNECTOR PIP£Slwllhln the onglel specltlld for
Cal12 ) ,hall h Incalld when laid within the main lint
••caval.d trlnch,or \Ilhen laid on fill wldeh has
I\ct hen den.Wed.
Pipe elddltlg
SECTION C-C
SECTION A-A
_:Q~ ,~:~trll'"
I, D Iholl h 24" or less, and In no call shall ttl. oulskle
diameter of ths Inlel pipe ../;led one-holt the inslde dlameler of
Ih8 main line. If 4ls 450 or IISS,~ Colt I. If 411 liIreo!er
Ihon 45°,uae Cose 2.
2.
t ~
Vcrlilio
CASE-I-SIDE INLET
NOTES CASES I a 2
PLAN
I' 2 Mill motar
It. 01
Inlet shol) ~p: on racUuI 0' main Itorm drain ucept
wh.n .Ievatlan S 'I Iho.n on project dro\llln\l PflOFtLE.
3. Thl mInimum openlnljlln'o the '1Ilstlnljl .Iorm drain sholl
b. the (lufald. dlamet.r of th. coftnectlnl pipe plul Iinell.
4. All corrugated m.tol pipe (Ind llttlnlls shall be lIalvanlzed,
SECTION
5. Sto. a! F.L..a cenler at pIpe, Ihown an protBetdwg. PROFILE
NOTES
CASE-3- SADDLE
CONNECTION
C"SE-l!'l'AOOL~ CONN~CTION
2. Trim Or CIIt laddie to fit snvol, (lv.r the cutsldl of Ihe
main pipe and SO It's 01111 will b. on the lin. and lIrGdt of
the oonJlltctlno pipe.
3. Th. oplnlnllinto the pip. ,11011 be cut end trlmm.d to lit
thl .addle to the' 1M) part will proJ.et wllhln Ihe bart of
the toddle pille.
4. Tht cannclln. pip. Ihall be lup,orted a•• how. ht
Coal I and 2.
-
FlYEII!IOt: COUNTY fLOOD CONTIlQL
-..0...,.... ."TE" CONlI[""'' TION llISTIIICT~<'---1
~
•.c....e>. .....
JUNCTION STRUCTURE
NO.4
ST AHDMD DRAWING NUMBER JS229
TABLE
FOR DIMENSiONS AHO BAR SIZES
,
(INI
4-"'''
"
"
"n
FACING BARS
~!:-:--~ II-z" Cl.. OF OUTSIDE F CE
"
",.
"
"
"
OF LINING,
TRANSVERSE
JOItfl'
.."..
,,'
."
PLAN
,
,
BARS
"'
"
,
,
LONGITUDINAL
,
,
'A' BARS
1I04@S"
,T
•
•
•,
*5@S"
,
>T
~
'0
W
..""
."
"
M
'A'
T
(IN)
"
"
"
"
"
...,....'
,
~'=l , "
fACING llAIl
"
EL"R"
• • •••• ~
a.I ••• • ~
•• ' : .
. ._ ._
.. '-' ~ - .,.
,
~~
"
• k
I
ANY STANDARD PIPE JOINT
NOTES
SECTION
I,
YAWES FOR D,L.C, ELR.El. S, ANGLE A ANO
STA:'x" ARE TO 9£ SHOWN ON PROJECT
DRAWINGS.
2,
1~"CL TYI':
'A'BARS
REiNfORCING BARS SHALl. BE Pt.ACED
l!'z"
CLEAR FROM. FACE OF CONCRETE,
4"
2"Cl
CONCRETE SHALl. SE CLASS"A",
FACING GAR
%:[ Il'tR.
"''''1'
-\:,i.l-T
ll>4@12
fOR 33"
,,,
."
.. .'
'
:11·
..
-:" '
"','
SECTION
OPTIONAL
CONST JOINT
~~""'-.---~ ""1',
E9
'
•
PLACE ~-12".'B" BARS WITH SHORT LEU
HORIZONTAL IN "finICAL J.S WALL
ROTATE lDfIGER LEG INTO CENTER OF
SLOPE PAYING
~
R[INl'"ORCI:MENT SMALL BE PROVIDED
IN All PORTIONS OF TIlE JUNCTllm
STRUCTURE AS INDICATED ON DRAWINGS
REGARDU:SS OF BAR LENOTH ".()()lFICATIDN
REQUIRED TO ACHIEVE PROPER Cl.£ARANCES.
FACING 8Afl
SECTION
--"""'-
-
FlYEII!IOt: COUJriTY FlOOD COIfTIIOL
N'P!O:l""'....
WATER CONSI:IlYATIllN llISTltIC"l!'~--1
."IU.
o...r.,
""'''5 200+
::!<
..c....c>. .....
JUNCTION STRUCTURE
NO.6
STANDARD DRAWING NUMBER JS231
____-'L'---'£ ~_A_NN_E_L
r-STA,"X"
_
··ii :p:r.~:,:" e:':':::' 1l'~': ~: '0::: '" ",:.: ;:~-""':"". ':.: :,.; ':.~';,::: '.::
I
TRANVERSE
JOiNT
I
II
II
SECTION
(B')
II
II
II
II
II
I
TRANVERSE
JOINT
I
R=2"
~
I
---
I I
I I
FLOW
I I
I I
D
ROUGHENED CaNST. JOINT
~
EL."S"
e"TY?,
PIPE PAY LENGTH
SECTlON@
(CASE 2)
NOTES:
NOTES (CONTINUED)'
r0
®
I.
THE CONTRACTOR HAS THE OPTION TO CONSTRUCT CASE I OR CASE 2
2.
HORIZONTAL ANGLE OF CONFLUENCE,A,MUST BE
3.
VALUES FOR D,SS,A,C,EL."S",AND STA,
4.
0 SHALL NOT Ext.EED 24",
5.
SIDE SLOPE,SS, SHALL NOT BE
6,
ALL CONCRETE SHALL BE CLASS
7.
JUNCTION STRUCTURE NO.7 TO BE USED ON
e.
CASE I SHALL BE MONOLITHICALLY
SEPARATE FROM THE CHANNEL.
@
4-#4X2' TIES SPACED EQUALLY, TYP.
NO PAYMENT WILL BE MADE FOR CONCRETE REQUIRED FOR
J.S. NO.7. PAYMENT WILL BE MADE FOR CHANNEL LINING OFTHE
SPECIFIED THICKNESS WITHOUT DEDUCTION FOR THE JS.
OPENING.
R= 2"
6"CL.
A~
D
CHANNEL
INVERT,
I'MIN
VARIES 2 'MAX.
~
J
PLAN
FLOW
ss
'\.""-I y--="'--"--
•
I I
1/
I
6"MJN.·12"MAX,Cl
EL."S"
CHANNEL INVERT
I'MIN
VARIES,
2 MAX.
''x'' SHALL
UNLESS OTHERWISE NOTED.
BETWEEN 60° AND 90°.
BE SHOWN ON PROJECT
Df'lAWINGS,
FLATTER THAN 2'1.
A.
TRAPEZOIDAL CHANNELS
POURED WITH
CHANNEL
ONLY,
AND CASE 2 SHALL BE POURED
~
;,.b>
SECTION (A
(CASE I)
JUNCTION STRUCTURE
NO. 7
"",[.
""'~!'l.
2004
•.Co'.•o. 323.'111 STANDARD DRAWING NUMBER JS232
CHANNEL
ACCESS ROAD
CHANNEL
E
ACCESS ROAD
24"
E
R = 3" MIN
R = 3" MIN
CHANNEL
INVERT
30"
T
CHANNEL INVERT
12" MIN TYP
T
12" MIN TYP
5"
5"
30"
1
1
4
4
TOE DOWN ROCK
UNLINED CHANNEL CONDITION
ROCK LINED CHANNEL CONDITION
NTS
NTS
3
3
6
E
Z:1
Z:1
6
E
MIN DISTANCE = E SIN A
D
D
A
2’
2’
TYP
NOTES:
D
TYP
1
4
10
’M
I
N
A
JUNCTION STRUCTURE NO. 8 PER STD DWG JS231 OR JS232 AND MODIFIED
AS SHOWN HEREON BY ADDING CUT-OFF WALLS AROUND THE ENTIRE
FLOW
JUNCTION ANGLE TO BE
DETERMINED BY ENGINEER
DATA ( D, L, C, ELEV "R", ELEV "S", ANGLE "A", STA "X" ) SHALL BE SHOWN ON
Y
A =
THE PLAN AND PROFILE.
4D
INSIDE PIPE DIAMETER (FT)
10’MI
N
X
PERIMETER OF THE SIDE SLOPE CONCRETE. ALL REQUIRED VALUES FOR
D =
CONCRETED ROCK
2
ROCK ENERGY DISSIPATOR SHALL BE 30 INCH THICK, 1/4 TON CONCRETED
(GROUTED) ROCK PER SECTION 72 OF THE STATE STANDARD SPECIFICATIONS,
B
Z(D+2)
E =
MIN
IS REQUIRED AND THE ROCK SURFACE SHALL PROJECT 9 TO 12 INCHES
FROM THE CONCRETE SURFACE. NO ROCK ENERGY DISSIPATOR
REQUIRED WHEN LATERAL Q < 10 CFS.
B
CONCRETED ROCK
3
D
EXCEPT THAT TOTAL PENETRATION OF THE ROCK BY THE CONCRETE
Z = HORIZONTAL COMPONENT
OF SIDE SLOPE RATIO
NOT TO EXCEED TOP OF CHANNEL
SIN A
3D
3
MAY EXTEND CONCRETE TO TOP OF SLOPE FOR ROCK LINED CHANNEL.
4
CUT-OFF WALL DEPTH TO MATCH ADJACENT ROCK THICKNESS - 24 INCH MIN.
5
FOR UNLINED CHANNELS, IF "X" OR "Y" IS GREATER THAN OR EQUAL TO B/2,
EXTEND CONCRETED ROCK ACROSS ENTIRE BASE WIDTH OF CHANNEL AND
4-FEET UP THE OPPOSITE SLOPE, OR AS APPROVED BY THE ENGINEER.
5
5
6
SLOPE PAVING AND CUT-OFF WALL STRUCTURAL CONCRETE PER STD
Z:1
Z:1
4’
4’
DWG CH326.
ROCK ENERGY DISSIPATOR
NTS
RIVERSIDE COUNTY FLOOD CONTROL
ROCK ENERGY DISSIPATOR
JUNCTION STRUCTURE
NO. 8
AND
(RIGHT ANGLE JUNCTION)
NTS
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
CHIEF ENGINEER
(SOFT-BOTTOM CHANNEL)
DATE:
OCTOBER 2009
R.E. No. 44684
DATE:
OCTOBER 2009
R.C.E. NO. 32336
STANDARD DRAWING NUMBER JS233
B
B
STATION LINE
ROUND EDGES
T
4"
TO 3" RADIUS
3’-0"
A
SEE STD DWG MH259
L
T
8"
14"
AND NOTE 6
C
4"
ROUND EDGES
1/2"
#4 @ 4" O.C.
T
TO 3" RADIUS
˝
L
4"
ALL STEEL REINFORCEMENT
4"
1’-6"
H
T
T
C
18"
18"
A
B
L
˝
PLAN
8"
ALL STEEL REINFORCEMENT
#4 @ 4" O.C.
T
8"
(SHAFT NOT SHOWN)
GRADE POINTS SEE NOTE 8
OPTIONAL BOTTOM
MANHOLE FRAME AND COVER
STREET GRADE
SEE STD. DWG. MH260
SECTION B-B
CONCRETE RINGS AND REDUCER
2’-0"
B
SEE STD. DWG. MH257
1/2"
˝
MINIMUM 2’-10" WITH PAVED STREETS
MINIMUM 3’-6" WITH UNPAVED STREETS
STREET GRADE
SEE NOTE 3
DETAIL N PLAN
M
(SHAFT NOT SHOWN, SEE NOTE 3)
FOR PAVED STREETS
FOR UNPAVED STREETS
OMIT THIS STEP
2’-0"
P
SEE NOTE 4
IN PAVED STREETS
MAX 21"
MIN 18"
36" RCP
3"
5" X 1" RING SEAT
5" x 2"
3"
8"
PIPE SEAT
3’-0"
8"
9"
T
H
VARI
ABLE
3’ - 6"
8"
1/2"
STREETS
STREETS
16" FOR
8"
PAVED
TO 3" RADIUS
UNPAVED
1/2"
3’-6"
ROUND EDGES OF INLETS
26" FOR
1’
- 2"
T
T
H
3"
T
RIVERSIDE COUNTY FLOOD CONTROL
AND
MANHOLE NO. 1
WATER CONSERVATION DISTRICT
SECTION A-A
SECTION C-C
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
CHIEF ENGINEER
STANDARD DRAWING NUMBER MH251
SHEET 1 OF 2
DATE:
JANUARY 2011
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
NOTES
1. HEIGHT H SHALL BE NOT LESS THAN 4’-0" BUT MAY BE INCREASED AT OPTION OF CONTRACTOR PROVIDED THAT THE
VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED.
FOR H (IN SEC. C-C) SEE NOTE 4.
2. LENGTH L SHALL BE 4’ UNLESS OTHERWISE SHOWN ON IMPROVEMENT PLAN. L MAY BE INCREASED OR LOCATION OF
MANHOLE SHIFTED TO MEET PIPE ENDS, AT THE OPTION OF CONTRACTOR, EXCEPT THAT ANY CHANGE IN LOCATION
OF MANHOLE MUST BE APPROVED BY THE ENGINEER.
3. SHAFT SHALL BE CONSTRUCTED AS PER SECTION C-C AND DETAIL N WHEN DEPTH M FROM STREET GRADE TO TOP
OF BOX IS LESS THAN 2’-10 1/2" FOR PAVED STREETS OR 3’-6" FOR UNPAVED STREETS.
4. DEPTH P MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF P WOULD REDUCE H
(IN SECTION C-C) TO BE 3’-6" OR LESS.
5. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8’.
T SHALL BE 10" FOR VALUES OF H OVER 8’.
6. STEPS SHALL BE 3/4" ROUND, GALVANIZED STEEL AND ANCHORED NOT LESS THAN 4" IN THE WALLS OF STRUCTURES.
UNLESS OTHERWISE SHOWN, STEPS SHALL BE SPACED 16" ON CENTER. THE LOWEST STEP SHALL BE NOT MORE THAN 2’
ABOVE THE INVERT.
7. REINFORCING STEEL SHALL BE ROUND, DEFORMED, BARS, NO. 4 AND 1 1/2" CLEAR FROM INSIDE FACE OF CONCRETE.
8. STATIONS REFER TO PLAN AND PROFILE SHEETS. ELEVATIONS AT
AND PROLONGED INVERT GRADE LINE.
SEE NOTE 2 FOR SHIFTING LOCATION.
9.
RINGS, REDUCER AND PIPE FOR ACCESS SHAFT SHALL BE SEATED IN CEMENT MORTAR AND NEATLY POINTED OR
WIPED INSIDE SHAFT.
10. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRINGLINE.
11. CONCRETE SHALL BE CLASS "A".
12. WHERE PRESSURE MANHOLE NO. 1 IS SPECIFIED ON PLANS SEE STD DWG MH256 AND MH258.
RIVERSIDE COUNTY FLOOD CONTROL
AND
MANHOLE NO. 1
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
STANDARD DRAWING NUMBER MH251
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
SHEET 2 OF 2
F
F
CONCRETE RINGS
P
B
3" O.C.
5" X 1" RING SEAT
STREET GRADE
ROUND EDGES
D BARS
TO 3" RADIUS
OMIT THIS STEP
A
#6 E BARS
FOR PAVED STREETS
IN PAVED STREETS
UNPAVED STREETS
MIN
11"
8 1/2"
16"
15"
8"
3’-3" LONG
MAX
A
H BARS
H BARS
6" O.C. TO INSIDE EDGE
16" FOR
B
P
OF MANHOLE
TIE BAR
#4 @ 18" O.C.
F
˝
VARIABLE
6"
OPTIONAL OUTSIDE
FACE OF CONCRETE
6"
6"
F
E BARS
TIE BARS
14"
TIE BAR
1’
- 4"
LONG, 3" O.C.
CONTINUE ADD’L. BARS
6"
1’
- 4"
3 #4 J BARS 4’-8"
STREETS
3" O.C.
STREETS
D BARS
PAVED
OR 3’-0" MAX.
UNPAVED
RADIUS= ID OF SPUR
26" FOR
L
14"
2’-0"
#4 H BARS
3’-0" LONG
J BARS
ROUND EDGES
TO 3" RADIUS
F
F
F
F
4’-0"
PLAN
(SHAFT NOT SHOWN)
STREET GRADE
05
PLAN
MANHOLE FRAME AND COVER
SEE STD. DWG. MH260
DETAIL M
CONCRETE RINGS AND REDUCER
SEE STD. DWG. MH257
(SEE NOTE 3)
24"
3/4" — GALV.
TABLE OF VALUES FOR "F"
* ˝ ,
* ˝ ,
F
F
STEEL STEPS
36"
SEE STD DWG
11 3/4"
39"
7"
84"
12 1/2"
42"
7 1/2"
90"
13 1/4
PIPE SEAT LEVEL
45"
7 3/4"
96"
14"
SEE NOTE 4
48"
8"
102"
15 1/2"
MINIMUM 3’-6" WITH UNPAVED STREETS
SEE NOTE 3
STATION
2"
36"
E BAR
2"
F
J BARS
F
E BARS
PIPE SEAT
TIE BAR
ROUND EDGES
4"
E BARS
78"
MINIMUM 2’-10 1/2" WITH PAVED STREETS
MH259
5" x 2"
6 1/2"
TO 3" RADIUS
TIE BAR
51"
8 1/2"
108"
16"
54"
9"
114"
16 1/2"
57"
9 1/4"
120"
17"
60"
9 1/2"
126"
17"
63"
10"
132"
17 1/2"
66"
10 1/4"
138"
17 1/2"
69"
10 3/4"
144"
18"
72"
11"
D BARS
2’-4"
2’-4"
P
* USE ˝ , OR WHICHEVER IS GREATER
˝
P
STATI
ON
TO 3" RADIUS
F
F
F
SPRING LINE
F
F
16"
ROUND EDGES
INLET ELEV APPLIES
GRADE POINTS
AT THIS POINT
SEE NOTE 8
#4 @ 18" O.C., BOTHWAYS
SECTION B-B
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
TO BE USED WHEN ˝
SECTION A-A
IS 60" OR OVER
RECOMMENDED FOR APPROVAL BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
MANHOLE NO. 2
APPROVED BY:
STANDARD DRAWING NUMBER MH252
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
SHEET 1 OF 2
NOTES
1. TABLE OF VALUES FOR F ARE ON PLAN SHEET 1.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER IS 48" OR LESS,
IN WHICH CASE PLACE E BARS SYMETRICALLY AROUND SHAFT AT 45 WITH CENTERLINE AND OMIT J BARS.
3. DETAIL M WHEN DEPTH OF MANHOLE FROM STREET GRADE TO TOP OF BOX IS LESS THAN 2’-10 1/2" FOR PAVED STREET
OR 3’-6" FOR UNPAVED STREET, CONSTRUCT MONOLITHIC SHAFT AS PER DETAIL M. SHAFT FOR ANY DEPTH OF MANHOLE
MAY BE CONSTRUCTED AS PER DETAIL M. WHEN DIAMETER IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED
AS PER NOTE 2.
4. THICKNESS OF DECK SHALL VARY WHEN NECESSARY TO PROVIDE LEVEL PIPE SEAT, BUT SHALL NOT BE LESS THAN
TABULAR VALUES FOR F SHOWN ON PLAN SHEET 1.
5. REINFORCING STEEL SHALL BE ROUND, DEFORMED, STRAIGHT BARS, 1 1/2" CLEAR FROM INSIDE FACE OF CONCRETE UNLESS
OTHERWISE SHOWN.
6. STEPS SHALL BE 3/4" ROUND, GALVANIZED STEEL AND ANCHORED NOT LESS THAN 4" IN THE WALLS OF STRUCTURE
UNLESS OTHERWISE SHOWN THE SPACING SHALL BE 16". THE LOWEST STEP SHALL BE NOT MORE THAN 2’-0"
ABOVE THE INVERT. SEE STD DWG MH259.
7. RINGS, REDUCER AND PIPE FOR ACCESS SHAFT BE SEATED IN CEMENT MORTAR AND NEATLY POINTED OR WIPED INSIDE SHAFT.
8. STATIONS OF MANHOLES SHOWN ON PLAN APPLY AT CENTER OF SHAFT ELEVATIONS SHOWN AT STATIONS REFER TO
PROLONGED INVERT GRADE LINES.
9. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRINGLINE.
10. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONSTRUCTION JOINT
WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT THE SPRINGLINE.
11. LENGTH L AND EMBEDMENT P SHALL HAVE THE FOLLOWING VALUES, UNLESS OTHERWISE SHOWN ON THE PLAN
FOR ˝ = 96" OR LESS, L= 5’-6", P= 5’
˝ = OVER 96", L= 6’-0", P= 8"
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS WHEN L IS GREATER THAN THAT SHOWN
ABOVE IS SPECIFIED D BARS SHALL BE CONTINUED 6" O.C.
12. D BARS SHALL BE #4 FOR ˝ = 39" OR LESS #5 FOR ˝ 42" TO 84" INCLUSIVE AND #6 FOR ˝ = 90" OR OVER
TIE BARS SHALL BE #4 BARS.
13. STRUCTURAL CONCRETE SHALL BE CLASS "A".
14. CENTERLINE OF INLET PIPE TO INTERSECT INSIDE FACE OF CONE AT SPRINGLINE UNLESS SHOWN OTHERWISE.
15. WHERE PRESSURE MANHOLE NO. 2 IS SPECIFIED ON PLANS SEE STD DWG MH256 AND MH258.
RIVERSIDE COUNTY FLOOD CONTROL
AND
MANHOLE NO. 2
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
STANDARD DRAWING NUMBER MH252
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
SHEET 2 OF 2
A
MANHOLE FRAME AND COVER
STREET GRADE
CONCRETE RINGS AND REDUCER
2’-0" DIA
SEE STD. DWG. MH257
VARI
ABLE
SEE STD. DWG. MH260
#5
B
14"
B
@ 4" x 5’
MH259 AND
P
NOTE 3
SEE NOTE 1
SEE STD DRAWING
SIZE AND SPACING OF STEEL AS SHOWN
ON IMPROVEMENT PLAN, EXCEPT THAT 5
5 BARS 7’ LONG, 4" O.C. OF SIZE SHOWN FOR
BARS ON EACH SIDE OF SHAFT SHALL BE
TRANSVERSE STEEL ON IMPROVEMENT PLAN,
NOT SMALLER THAN #5 @4" OR EQULVAENT
EXCEPT NOT LESS THAN #5. WARP THESE BARS
UNDER BARS THAT HAVE BEEN CUT FOR SHAFT OPENING.
36" RCP
5" X 2"
A
PIPE SEAT
3’-0" DIA
PLAN
(SHAFT NOT SHOWN)
NTS
NOTE
1. DEPTH P: WHEN DEPTH P FROM STREET GRADE TO TOP OF
PIPE SEAT IS LESS THAN 2’ - 10 1/2" IN PAVED STREETS
OR 3’ - 6" IN UNPAVED STREETS, CONSTRUCT 2’ DIAMETER
7’-0"
SEE NOTE 3
SHAFT, USING CONCRETE RINGS AS PER STANDARD PLAN FOR
CONCRETE RINGS; OTHERWISE, CONSTRUCT 3’ SHAFT AS SHOWN
ON THIS PLAN.
2. STATIONS SHOWN ON IMPROVEMENT PLANS REFER TO CENTER
LINE OF SHAFT.
3. STEPS SHALL BE 3/4" ROUND GALVANIZED STEEL ANCHORED
NOT LESS THAN 4" IN WALLS OF STRUCTURE AND UNLESS
OTHERWISE SHOWN SHALL BE SPACED 16" ON CENTERS. THE
SECTION B-B
MANHOLE FOR BOX
SECTION STORM DRAIN
1 1/2" CL
LOWEST STEP SHALL BE NOT MORE THAN 2’ ABOVE THE FLOOR.
SECTION A-A
NTS
4. WHERE PRESSURE MANHOLE NO. 3 IS SPECIFIED ON PLANS SEE
STD DWG MH256 AND MH258.
NTS
RIVERSIDE COUNTY FLOOD CONTROL
AND
MANHOLE NO. 3
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
STANDARD DRAWING NUMBER MH253
T
MANHOLE FRAME AND COVER
STREET GRADE
SEE STD. DWG. MH260
F BARS
OPTIONAL OUTSIDE
FACE OF CONCRETE
3/4" — GALV. STEEL STEPS 16" O.C.
TIE BARS
SEE STD. DWGS. MH254-2 AND
CONCRETE RINGS AND REDUCER
MH259 ALSO NOTE 8
SEE STD. DWG. MH257
4’-0"
T
T
#4 H BARS
B
3’-0" LONG
36" RCP
F BARS
PLAN
5" x 2" PIPE SEAT
TIE BARS
T
#4 @ 12" O.C., BOTHWAYS
(RINGS AND COVER NOT SHOWN)
TO BE USED WHEN B
IS 60" OR GREATER
F BARS
SECTION G
BUILD UP DECK OF MANHOLE
#4 BAR 4’-8" @ 3" O.C.
5"
TO INSIDE EDGE OF STRUCTURE
F
F
F
O
F
5" X 2"
#4 E BARS
PIPE SEAT
(2) 4" O.C.
A BARS
ELEV R
S
P
U
R
B BARS
T
SEAT FOR SHAFT
ELEV S
WHEN TOP IS NOT LEVEL
B
P
3" O.C.
4"
TIE BARS
T
CONCRETE RINGS
5" X 1" RING SEAT
TO BE USED WHEN B
TO BE USED WHEN ˝
IS 60" OR GREATER
STREET GRADE
#4 @ 12" O.C., BOTHWAYS
#4 @ 12" O.C., BOTHWAYS
G
BARS
14"
F
4"
TO PROVIDE LEVEL PIPE SEAL
P
TIE BARS
F
5"
B
ANG
LE
A
3’-0"
VARI
ABLE
3
CONTINUE ADDITIONAL BARS 6 O.C.
IS 60" OR GREATER
SECTION P
OMIT THIS STEP
FOR PAVED STREETS
UNPAVED STREETS
MIN
11"
8 1/2"
16"
15"
8"
(3) D
IN PAVED STREETS
MAX
H BARS
H BARS
P
ROUND EDGES
F BARS
2’-4"
P
1’
- 4"
E BARS (2)
F
STREETS
TO 3" RADIUS
6"
6"
1’
- 4"
STREETS
16" FOR
C
TIE BARS
PAVED
TIE BARS
UNPAVED
D BARS (3)
F
5" X 2" PIPE SEAT
2"
D BARS (3)
TIE BARS
F BARS
D BARS (3)
ROUND EDGES
TO 3" RADIUS
F
F
STA
ELEV
A & B BARS
F
F
L
OF SHAFT
F BARS
P
VARIABLE
6"
2’-0"
26" FOR
G
3"
6"
STA
ELEV
#4 BARS @ 12" O.C. BOTH WAYS TO
BE USED WHEN ˝ IS 60" OR GREATER
#4 @ 12" O.C., BOTHWAYS
TO BE USED WHEN ˝
IS 60" OR GREATER
TABLE OF BAR SIZES
F
˝
F
A & B BARS
D & F BARS
12" - 39"
#5 @ 3"
#4 @ 6"
PLAN
42" - 84"
#6 @ 3"
#5 @ 6"
(SHAFT NOT SHOWN)
90" - 144"
#7 @ 3"
#6 @ 6"
*
˝ ,
OR B
DETAIL M
LONGITUDINAL SECTION
(SEE NOTE 5)
RIVERSIDE COUNTY FLOOD CONTROL
AND
*
USE ˝ , OR , WHICHEVER IS GREATER, OR B
MANHOLE NO. 4
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
CHIEF ENGINEER
STANDARD DRAWING NUMBER MH254
DATE:
JANUARY 2011
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
SHEET 1 OF 2
NOTES
1. VALUES FOR A, B, C,
, ˝ , ELEVATION R AND ELEVATION S ARE SHOWN ON THE IMPROVEMENT PLAN
TABLE OF VALUES FOR F AND T HEREON.
2. LATERALS: IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, ACCESS SHAFT SHALL BE LOCATED ON SIDE
RECEIVING THE SMALLER LATERAL.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN
IS 48" OR LESS,
IN WHICH CASE PLACE 8 E BARS SYMMETRICALLY AROUND SHAFT AT 45 WITH CENTER LINE
4. LENGTH L MAY BE INCREASED AT OPTION OF CONTRACTOR TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF
SPUR MUST BE APPROVED BY THE ENGINEER.
5. DETAIL M: WHEN DEPTH OF MANHOLE FROM STREET GRADE TO TOP OF BOX IS LESS THAN 2’-10 1/2" FOR PAVED
STREETS OR 3’-6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT AS PER DETAIL M. THE CONTRACTOR
SHALL HAVE THE OPTION OF CONSTRUCTING SHAFT AS PER DETAIL M FOR ANY DEPTH OF MANHOLE WHEN DIAMETER
IS 48" OR LESS, CENTER OF SHAFT SHALL BE LOCATED AS PER NOTE 3.
6. REINFORCING STEEL SHALL BE ROUND, DEFORMED, STRAIGHT BARS, 1 1/2" CLEAR FROM INSIDE FACE UNLESS OTHERWISE SHOWN.
TIE BARS SHALL BE NO. 4 AND SPACED 18" ON CENTERS OR CLOSER.
7. CONCRETE SHALL BE CLASS A, 1 1/2" AGGREGATE.
8. STEPS SHALL BE 3/4" ROUND, GALVANIZED STEEL AND ANCHORED NOT LESS THAN 6" IN THE WALLS OF STRUCTURE
UNLESS OTHERWISE SHOWN THE SPACING SHALL BE 16" ON CENTERS. THE LOWEST STEP SHALL BE NOT MORE THAN
2’ ABOVE THE INVERT.
9. RINGS, REDUCER AND PIPE FOR ACCESS SHAFT SHALL BE SEATED IN CEMENT MORTAR AND NEATLY POINTED
OR WIPED INSIDE SHAFT.
10. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRINGLINE.
11. BODY OF MANHOLE, INCLUDING SPUR, SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR
SHALL HAVE THE OPTION OF PLACING AT THE SPRINGLINE A CONSTRUCTION JOINT WITH LONGITUDINAL KEYWAY
AND REBAR DOWELS.
12. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25’. IF THE COVER EXCEEDS 25’ A SPECIAL STRUCTURE
SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWING.
13. P SHALL BE 5" UNLESS DIAMETER EXCEEDS 96" THEN P= 8".
14. WHERE PRESSURE MANHOLE NO. 4 IS SPECIFIED ON PLANS SEE STD DWG MH256 AND MH258.
** TABLE OF VALUES FOR F AND T
* ˝ ,
* ˝ ,
F
F
B
T
B
T
10"
12"
4"
63"
10"
66"
10 1/4"
15"
4 1/4"
66"
10 1/4"
69"
10 3/4"
18"
4 1/2"
69"
10 3/4"
12"
4"
63"
15"
4 1/4"
18"
4 1/2"
21"
5"
72"
11"
21"
5"
72"
11"
24"
5 1/4"
78"
11 3/4"
24"
5 1/4"
78"
11 3/4"
27"
5 1/2"
84"
12 1/2"
27"
5 1/2"
84"
12 1/2"
30"
6"
90"
13 1/4
30"
6"
90"
13 1/4
33"
6 1/4"
96"
14"
33"
6 1/4"
96"
14"
36"
6 1/2"
102"
15 1/2"
36"
6 1/2"
102"
15 1/2"
39"
7"
108"
16"
39"
7"
108"
16"
42"
7 1/2"
114"
16 1/2"
42"
7 1/2"
114"
16 1/2"
45"
7 3/4"
120"
17"
45"
7 3/4"
120"
17"
48"
8"
126"
17"
48"
8"
126"
17"
51"
8 1/2"
132"
17 1/2"
51"
8 1/2"
132"
17 1/2"
54"
9"
138"
17 1/2"
54"
9"
138"
17 1/2"
57"
9 1/4"
144"
18"
57"
9 1/4"
144"
18"
60"
9 1/2"
60"
9 1/2"
RIVERSIDE COUNTY FLOOD CONTROL
AND
MANHOLE NO. 4
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
STANDARD DRAWING NUMBER MH254
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
SHEET 2 OF 2
.....,,,
-T
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CD
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l:.. ......,
I
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IN tHlI.f P",SU,. PIDI, sllllU N 11,,1
2 All /Nfl" Df 'M IIItIItNH F~. .IId CtlNI
~
SlJ'I«I' IItoIl ~ eool.d ",1" O$pha/ll/m ptNf1,
J MtmllDI. Fram, ()fJd Cor" sltallJ# 1,,11d 101 tleCIITIIq" '"
,
,
I
I
I
,
I
...,'
I
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I
,,,
,,
\
l"ll
I
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~
MOlt""'. From. ond CtwH shall b. mtH1I Df grtI, ~, IIfJ"
eonlDrmlng lo'~ 1111", ASr.1I. ,ltIndtHd A48, dIIu k)
I
,
--I--J--
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I
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I ..
,.
,...
',"
~I
t'
00)
Dnd '/JaN b, IItOrl,d In 11/$ NIDI' dIIlr.". T'H C_
III III. FIMt' $/tlIfIy bul MIl fIlII'"~
~
" W"tII', 01 n-_,Ctw",tIIW Pr.UII,. """ u./I rtDI I'tIfJ'
mOil 'lion I"",
~re,nl
IrDm Mos, ,1"." _ _.
mill SfDfldDrd Pr.nllT. IItlflII.
S~ Tllis '''lIcII". $/Ittl H I/,.d
• SlIaff, S,. Sfondofd Dfowmg MH258./f mayb' used far
lIydfoslalu; heads up 1025' abOlle sleel pIaIe.
''''
,I'
, ,\
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,
F-'_
1. -I
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~"'
MANHOLE FRAME ~ COVER
PRESSURE TYPE
DATE:'~_L:>.-Lllil'L_
R.C.E. NO. 32336
5T ANDARD DRAWING NUMBER MH256
·.10411ll1'olil '""'" and
':.' _ . See standard Drawing MH 255
~.·n
.........
,>
Rings,". &"01'16" in
'fhidlntu.
• std. COntrwtw:
,
~~~EIN~~~
CONCRETE
RIN~
VERTICAL SECTION
OF' PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
M".hot. I,......d eo,.,.
Is"
SIO.,,"nI C'GoOI.,
NHZ5~
NQTES
.ll
I.
A1.L .JOINTS
Z,
COLLAR J I"t mort.,.
..... n N -.lffH in f'<>ck
or....,.
be filled ..,lIn 1-2, rno,..
in....
tear ""'" .-if)' ....rntod _"";po.ol _
_,. ~
olllltre.t•
...... ,. ,........ .t.-o&l••
3.
STt!:PS
' _
t inch noun<:!"eed
gQlvconr..•
dlnldly
..,
To,. . . . . ."U be
r..-Ih tho "'-'hOlo _ _ r
WUth
.r 011.,,-,," .....11 '-
,
.
In<lttil. be.
ew... '''9 cOllte.... '1:1110'"
wn_w.-.
othorwioa, OIpGCinq ate " ' - fn .....,.
okall "
16lnche1'" cn cerlleT.
i"fo--- ----'6'18· ---
4.
36" 3prcd MH. R.c.p
VERTICAL SECTION
OF REINFORCEO CONCRETE
ECCENTRIC MANHOLE SHAFT
-
IIY[1I!IOt: COUNTY FLCCD COIfTIICL
-......,.... ."TER CONSI:IlYATICN llISTltICT'1!,p-_~
:;;:
...............
MANHOLE SHAFT FOR
CAST PIPE
STANDARD DRAWING NUMBER MH257
I·
~
2' O·
--
[ ....,
---ot-S'..l Ground SurfOCII-
!!! JJ~- -flH-·lFfiiifl--..'0 1
... 1
1~"Milt.
Df 17"Max.
on c,nt.,.
__LI
--- -480rs
~~.
SECTION A-A
_-Elllcf,iCtlII¥ bilfl wId lind.
I#p Indl ~, HI' IS'!
or
PLAN
NOTES:
"1$
If "H"/s
fhon 1'-1:" W-2'-P"
If "H",'$lJffw~n 1'-6"'- d2'-(; W. 2~6~
If "H",s 2 -6 DT m!'f,'''~- 3'-'i!J~
JI "H"" !!tDr~ Ilion,"
brIng walls fIIrl;cally /0 4'-O~" below .urlac6 ond fopif'
from 3 -0 /02-0
'hown.
2. Thl. ,frvCluff sholllJ. IIs,d wllh $Iondord PI'I'SIII'I Monltp," Fro~ ond CtlVlr. See Standard Drowing
MH 256. II moy 1/ll/sld for hydr(J,fp/ic lIIads liP /0 25 tlb(Jv~ fhl .,,,, pial•.
l
-pif.
D,
~.
Concrete sholl be Closs"A"
STANDARD PRESSURE
MANHOLE SHAFT
5T ANDARD DRAWING NUMBER MH258
I
• 1,
).
I
T
0
•
Note
I
II
*14 11
0
I
I
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A •
When steel forms
are used eliminate hook
4nd us. ups.t end .
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-
-
PLAN
VIEW
r+"A .. -.
+ _ ••
.
\!
I
,
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.
.
-
-
0
.
.
1
L.<
0
L...A'U
JJ
FRONT
ELEVAT.ION
* varies to Structure
suit dimension
Snow On
I
3,..,
+Round
Mild Steel
Bar. Bend Hot.
r' .i
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SECTION A-A
GALVANIZE AFTER BENDING
NOTE:
THIS DETAIL SHALL BE
U SED WHEREVER STEPS
ARE REQUIRED.
STANDARD
DROP STEP
1I....r.'
...."5
200+
".•.£.1«1."""
5TNIIDMD DRAWING NUMBER IiIH259
’"
†"R
LIFTING SLOT
‰" ‡"
IF SPECIFIED
…
"
’"
ƒ"
1• "
†"
C
R
D
„"
1…"
27…"
ƒ "
1"
A
6"
C &W
C
ƒ "
F
NOTE 9.
1• " TYP
SCREW. SEE
4• "
SOCKET SET
A
3•"
ƒ"
"
A.
DI
LE
HO
CK
PI
ƒ
4‚"
4‚"
24"
4‚"
32•"
DETAIL OF FRAME
SECTION THRU FRAME
NTS
NTS
SOCKET SET
2"
SCREW. SEE
NOTE 9.
5° TYP
7.
5° TYP
5°
22.
YP
5° T
1
°
45
P
TY
NOTES
COVER FOR 24" CLEAR OPENING FRAME
BOTTOM PLAN OF COVER
NTS
NTS
1.
THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2.
THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS
PAINT AFTER TESTING AND INSPECTION.
3.
COVERS SHALL BE CAST WITH THE LETTERS "D" AND "RCFC&WCD". THE
LETTER "D" SHALL BE APPROXIMATELY 2•" HIGH WITH •" LINE WIDTH
AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE
FLUSH WITH THE FINISHED SURFACE OF THE COVER.
4.
FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM
OF THE COVER AND ON THE INSIDE OF THE FRAME,
SYMMETRICAL ABOUT É
13Œ"
5.
1 ™" TYP
IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING
3/16" R
7.
2• "
MARK.
8.
ƒ"
ƒ"
1"
1"
THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR
TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S
THE PROOF LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATION IS
40,700 POUNDS.
’"
ƒ"
•" RADIUS
WEIGHT OF FRAME SHALL BE 265 POUNDS. WEIGHT OF COVER SHALL BE 175
POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
1• "
TYP
6.
™"
1"
1‚ "
‰ "
1„ "
IN COMPLIANCE WITH FEDERAL REGULATIONS.
œ"
9.
FILLETS TYP
ALL COVERS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL
AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND
INSTALL ƒ INCH X ƒ INCH STAINLESS STEEL SOCKET SET SCREWS WITH … INCH
RECESSED HEX HEAD. ALL THREADS SHALL BE N.C.
3•"
SECTION A-A
NTS
CI
L
VI
R
O
OF
IF
CAL
REGISTE
R
E
RO
B
E
S
IO
OFES
NA
PR
L
J. C
U
T
R
A
T
E
RIVERSIDE COUNTY FLOOD CONTROL
24-INCH MANHOLE FRAME
AND COVER
AND
WATER CONSERVATION DISTRICT
No. 44684
APPROVED BY:
APPROVED BY:
I
A
N
I
A
T
E
T
S
T
S
A
No. 59795
D
INEER
NG
E
EN
L
L
S
IO
OFES
NA
PR
L
E. U
N
H
O
INEER
NG
E
Y
E
L
REGISTE
R
E
JA
S
D
CI
L
VI
N
R
OF
FO
CALI
GENERAL MANAGER-CHIEF ENGINEER
DATE:
09-21-2016
STANDARD DRAWING NUMBER MH260
CHIEF, DESIGN & CONSTRUCTION
R.C.E. NO. 59795
DATE:
09-21-2016
R.C.E. NO. 44684
SHEET 1 OF 1
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!
STEPS - SEE
NOTE 3
~(/')
-
Ar
lJ.J
w
PIPE RAIL
SEE NOTE S
0
DET~.:K_
CD
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co
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0
cr
Z W
:;:
}-SEE
NOTE 3
0
J:
I-
W
o
Ul W
<II
W
.., o
STEPS ARE
CONTINUOUS
THROUGH
SHAFT
0
w I..J z
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w «
"- v
<t
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Ul ..J
43'-0'
~PRECAST
3'-0'
W
1----.-.'B
) !r' ~I
,=-- +
0 lI- V
«
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I- w
FLOOR SLAB
I~ t-...
J~
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i=t::
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PRECAST
ROOF SLAB
I~.-
~
-"---
z
zo
~
I,
\
...---.-
o
(/')
,
I '/2' GROUT HOLE
ROUGHEN SURFACE
SLOPE liS' PER FOOT
,
11\
I
!
JOINT DETAILS
P ER NoT E 7
~
r-----2'XS' INSIDE DIAME TER
LIGHT WEIGHT MET AL
INSERTS. TYPICAL FOR
ROOF AND FLOOR S LABS.
GROUT RAIL IN PLA CE
VERTICAL SECTION
-5 @ 6'OC
TYPICAL TOP 8
BOTTOM OF' SLAB
I 1/2' GROUT
HOLES FOR
FLOOR SLAB
24'
1
"-.+--H-+!I--+I-J+-/
DETAIL "A"
~
...J
a.
c....
SECTION A-A
ROTATED 90°
I
SECT I ON
PLACE 01 AGONAL
TOP 8 BOTTOM
B-B
REINFORCEMENT DETAILS
FOR FLOOR AND ROOF SLABS
Vl
<
iI:
~
MANHOLE SHAFT
SAFETY LEDGE
ST ANDARD DRAWING NUMBER MH261
SHEET 101" 2
NOTES
I.
MANHOLE SHAfT SAFETY LEDGE WILL BE NOTED ON THE PROJECT
DRAWINGS WHEN REQUIRED. IT IS TO BE CONSTRUCTED IN DEEP
MANHOLE SHAfTS 20' OR GREATER IN DEP TH.
2.
A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS
REQUIRED.
3.
STEPS SHALL CONFORM TO STANDARD DRAWING MH259 AND SHALL
BE ANCHORED 4" I N THE WALL OF THE STRUCTURE. STEPS SH ALL
BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT.
4.
REINFORCEMENT SHALL BE PER ASTM A 615. GRADE 40 AND SHALL
TERMI NATE 2" CLEAR OF CONCRETE SURF ACES UNLESS OTHERWI SE
SHOWN.
5.
GROUT HOLES. PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR
SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO
SECURE UNI FORM BEAR ING. THE GROUT SHALL BE NEAT CEMENT
GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE
FIELD BY THE ENGINEER.
6.
PIPE RAIL SHALL BE FABRICATED OF I 1/4" STANDARD GALVANIZED
PIPE COMPOSED OF TWO SECTIONS 7'-6" 8. 18" IN LENGTH JOINED BY
A GALVANIZED COUPLING. THE COUPLING SHALL BE THREADED A
Ml N IMUM OF 2" ON EACH PIPE LENGTH.
7.
ROOF AND FLOOR SLABS SHALL BE PRE CAS T AND KEYED FOR
REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL
BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON
THE INSIDE.
8.
72" Rep SHALL BE PROV' OED WI TH TWO Cl RCULAR CAGES OF
REI NFORCEMENT.
~
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a.
....c
en
«
:I:
!1i:
MANHOLE SHAFT
SAFETY LEDGE
ST ANDARD DRAWING NUMBER MH261
SHEET 2 OF 2
B
T(PIPE)
—
SEE NOTE 3
T
—
2
I.D. PIPE
A
R.C.
R.C.
PIPE
BOX
A
—
—
T
2
T(PIPE)
SEE NOTE 3
B
OPTIONAL
CONSTRUCTION
JOINT
SECTION
PLAN
T(PIPE)
B
SEE NOTE 3
T
1
P (SEE NOTE 5)
ELEV.
STA.
ELEV.
STA.
T
3
SEE NOTE 3
T(PIPE)
SECTION
A
NOTES
THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, —, SHALL NOT EXCEED
1.
545’.
2.
REINFORCING STEEL BAR SIZES, SPACING PATTERN AND COVER OVER THE STEEL
SHALL BE THAT OF THE BOX SECTION. THE BAR LENGTHS SHALL VARY UNIFORMLY
THROUGHOUT THE TRANSITION.
3.
THE CONCRETE THICKNESS SHALL BE THAT OF THE BOX SECTION UNLESS THE
WALL THICKNESS OF THE PIPE PLUS 4" IS GREATER, IN WHICH CASE THE CONCRETE
THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE BOX SECTION TO THAT OF
THE PIPE WALL PLUS 4".
THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE
4.
TWO ADJOINING SECTIONS.
AT PIPE JUNCTURE, EMBEDMENT P SHALL BE 5" FOR PIPE SIZES OF 96" OR LESS
5.
AND 8" FOR PIPE OVER 96".
6.
CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE BOX MAY BE
CARRIED THROUGH THE TRANSITION STRUCTURE AT CONTRACTOR’S OPTION.
SEE SECTION B ABOVE.
THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
7.
GENERAL STRUCTURAL NOTES APPLYING TO BOX AS SHOWN ON THE PROJECT
DRAWINGS.
8.
STRUCTURAL CONCRETE SHALL BE CLASS "A".
RIVERSIDE COUNTY FLOOD CONTROL
AND
TRANSITION STRUCTURE
NO. 1
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
STANDARD DRAWING NUMBER TS301
LONGITUDINAL
B
—
DISTRIBUTION OR
TOP
TIE BARS
L-BAR
T
2
—
OPTIONAL
CJ
T
2B
TRANSVERSE
BARS
A
R.C.
R.C.
BOX
BOX
A
VERTICAL
BAR
—
—
2B
CONST. JOINT
T
2
B
BOTTOM L-BAR
SECTION
PLAN
T
B
T
1B
1
FILLET
ELEV.
STA.
ELEV.
T
3B
STA.
T
3
SECTION
A
NOTES
THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, —, SHALL NOT EXCEED 545’.
1.
2.
DETAILS OF CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE PROJECT
DRAWINGS FOR SINGLE BARREL BOX STRUCTURE.
3. THE REINFORCING STEEL BAR SIZES, SPACING AND COVER OVER THE STEEL OF
STRAIGHT TRANSVERSE BARS IN TOP OR BOTTOM SLABS, OF L-BARS IN TOP OR
BOTTOM CORNERS, OF STRAIGHT VERTICAL BARS IN SIDE WALLS AND OF LONGITUDINAL
DISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR SIDE WALLS SHALL BE
THOSE OF WHICHEVER ADJOINING BOX SECTION PROVIDES THE GREATER STEEL AREA
FOR EACH TYPE OF BAR. THE BAR LENGTHS SHALL VARY UNIFORMLY
THROUGHOUT THE TRANSITION.
4. THE THICKNESS OF THE WALL AND SLABS SHALL BE THOSE OF THE ADJOINING BOX
SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN
THE TWO ENDS.
5. STRUCTURAL CONCRETE SHALL BE CLASS "A".
6.
THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
GENERAL STRUCTURAL NOTES APPLYING TO BOX STRUCTURES, AS SHOWN ON THE
PROJECT DRAWINGS.
RIVERSIDE COUNTY FLOOD CONTROL
AND
TRANSITION STRUCTURE
NO. 2
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
STANDARD DRAWING NUMBER TS302
MAINLINE
OR
LA
T
ER
AL
B
T
D BARS
G
P
12
4
18
4 1/2
24
5 1/4
30
6
36
6 1/2
42
7 1/2
48
8
54
9
60
9 1/2
66
10 1/4
72
11
84
12 1/2
90
13 1/4
96
14
102
15 1/2
108
16
114
16 1/2
120
17
126
17
132
17 1/2
138
17 1/2
144
18
P
STA.
POINT
P
@ 6" O.C.
#4 @ 12" O.C.
4
B
@ 3" O.C.
TIE BARS
P
T
5
T
F
OR
D OR F BARS
*D D
2,1,
F
F
F
A OR B BARS
TABLE
ANG
LE
A
#
#
#
#
#
5"
#
@ 6" O.C.
5
F BARS
P
6 @ 6" O.C.
F
ELEV
6 @ 3" O.C.
ELEV
STA
#4 @ 12" O.C.
@ 3" O.C.
G
STA
TIE BARS
7
ROUND EDGES
TO 3" RADIUS
#4 BARS @ 12" O.C. BOTH WAYS TO
BE USED WHEN ˝ IS 60" OR GREATER
D
C
BARS
TIE BARS
STA.
A & B BARS
POINT
STA.
D BARS
POINT
F
TIE BARS #4 @ 12" O.C.
F BARS
NOTES
F
˝
F
1.
P
TIE BARS
8"
LONGITUDINAL SECTION
* USE D
2,OR D1,
WHICHEVER
IS GREATER, OR B
NUMBER OF A&B BARS SHOWN IS REPRESENTATIONAL.
SEE TABLE FOR SPACING & BAR COUNT.
A BARS
B
PLAN
F
2. VALUES FOR A, B, C, D
ELEV. R AND ELEV. S ARE
1, D2,
ELEV R
SHOWN ON IMPROVEMENT PLAN. LENGTH OF THE
B BARS
STRUCTURE MAY BE INCREASED TO MEET PIPE ENDS
T
USING D BARS IN EXTENDED PORTION OF SAME
DIMENSION AND SPACING AS SPECIFIED.
F BARS
ELEV S
3. CONCRETE SHALL BE CLASS "A". FLOOR OF THE
STRUCTURE SHALL BE STEEL-TROWELED TO SPRING
LINE. STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
#4 @ 12" O.C., BOTH WAYS
TIE BARS
TIE BARS
F
#4 @ 12" O.C.
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL
TO BE USED WHEN B
HAVE THE OPTION OF PLACING AT THE SPRING LINE
IS 60" OR GREATER
A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY.
4. REINFORCING STEEL CLEAR COVER SHALL BE 1" ON
T
#4 @ 12" O.C., BOTH WAYS
T
B
SECTION P
INSIDE. TIE BARS SHALL BE NO.4 AND SPACED 12" C/C.
TO BE USED WHEN ˝
5. WHEN DIMENSION "C" IS NOT SPECIFIED THE SPUR SHALL NOT
IS 60" OR GREATER
BE CONSTRUCTED AND A & B BARS SHALL BE OMITTED.
6. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL
BE 25’. IF THE COVER EXCEEDS 25’, A SPECIAL STRUCTURE
SHALL BE DESIGNED FOR THE COVER AND DETAILED ON
THE PROJECT DRAWINGS.
RIVERSIDE COUNTY FLOOD CONTROL
T
AND
#4 @ 12" O.C., BOTH WAYS
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
TRANSITION STRUCTURE
NO. 3
APPROVED BY:
TO BE USED WHEN B
SECTION G
IS 60" OR GREATER
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
STANDARD DRAWING NUMBER TS303
B
STRUCTURAL ANALYSIS REQUIRED
T2
WHEN THIS DIMENSION EXCEEDS 1’-6"
T
2
DOUBLE
REINF.
1’-6"
CONC.
BOX
REINF.
A
CONC.
T4
BOX
STEEL PATTERN SHOWN PICTORIALLY ONLY
RADIUS
SEE PROJECT DRAWINGS FOR ACTUAL
T4
—
A
2
STEEL LAYOUT.
T
OPTIONAL
CJ
2
B
T2
PLAN
T
1
T
1
T
T
2
2
T
3
T
3
T1
CJ
T
1
FILLET
ELEV.
ELEV.
STA.
STA.
SECTION
B
T
3
T
3
SECTION
A
NOTES
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, —, SHALL NOT EXCEED 545’.
2. THE REINFORCING STEEL BAR SIZES, SPACING AND OUTSIDE COVER SHALL BE THAT OF
DOUBLE BOX SECTION. FOR CURVED TRANSITIONS, SPACE BAR ON CENTER LINE &
PLACE TRANSVERSE STEEL RADIALLY. THE BAR LENGTHS & DIMENSIONS SHALL VARY
UNIFORMLY THROUGH OUT TRANSITION. LONGITUDINAL BARS SHALL BE CONTINUED
THROUGH THE JOINTS WITH THE TRANSITION STRUCTURE.
3. THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE BOX SECTION.
4. STRUCTURAL CONCRETE SHALL BE CLASS "A".
RIVERSIDE COUNTY FLOOD CONTROL
AND
TRANSITION STRUCTURE
NO. 4
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
DATE:
JANUARY 2011
CHIEF ENGINEER
R.E. No. 44684
DATE:
JANUARY 2011
R.C.E. NO. 32336
STANDARD DRAWING NUMBER TS304
C
L
R/W
R/W
VARIES
VARIES
15’
15’
VARIES
VARIES
1.5’MIN
1.5’MIN
6"
6"
6’ CHAIN LINK FENCE
ACCESS ROADS SHALL BE 2"
(SEE STD DWG M801)
B
HIGHER THAN THE CONC LINING
6’ CHAIN LINK FENCE
(SEE STD DWG M801)
12" BENCH
NO STEEPER THAN 2:1
NO STEEPER THAN 1.5:1
COMPACTED FILL
12" BENCH
EX GROUND
ETW
S
S
2%
2%
3" CLASS 2 AGGREGATE BASE
C
D
NO STEEPER THAN 1.5:1
"
A
"
S
S
E
A
T
L
E
C
R
C
"
6 ON
C
NO STEEPER THAN 1.5:1
2
DIE FORMED " MESH
16 GA GALV SCREEN
ROUTINE
TO R/W
MAINTENANCE ZONE
12"
LOW FLOW DETAIL
A
WHEN B > 50’
6" CLASS "A" CONCRETE
4 @ 18" OC
MATERIAL WRAPPED IN
FILTER FABRIC
1
12"
#4 @ 18" OC
1
12"
3" CLR TYP
12’-0" MIN
EW
NTS
CONSTRUCTION
JOINT
6’
10"
CHANNEL INVERT
2%
PROFILE
3 @ 18" OC
2%
10"
GRADE
VARIES
6" MIN
d =
2" DIA FORMED OPENING
SCOUR DEPTH
#4 @18" EW
24"
12"
BOTTOM OF CHANNEL
TYPICAL SECTION
ONE CU FT OF FILTER
3" CLASS 2 AGGREGATE BASE
B
CLASS "B" CONCRETE
6"
18"
DETAIL
2’
6 # 4 BARS
B
6"
NTS
DETAIL
FOR B >
_ 50’
DETAIL
C
NTS
A
NTS
NOTES
1
FOR VALUES OF B, D, AND d, REFER TO PLAN AND PROFILE DRAWINGS.
2
WEEPHOLES 10 FT ON CENTER.
3
CONSTRUCT 3/16"X1" TRANSVERSE JOINTS 10 FT ON CENTER.
RIVERSIDE COUNTY FLOOD CONTROL
AND
CONCRETE LINED
SOFT BOTTOM CHANNEL
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF ENGINEER
CHIEF, DESIGN & CONSTRUCTION
DATE:
OCTOBER 2009
R.E. No. 44684
DATE:
OCTOBER 2009
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH323
C
L
R/W
R/W
VARIES
VARIES
VARIES
15’
VARIES
15’
1.5’ MIN
1.5’ MIN
6"
6"
6’ CHAIN LINK FENCE
6’ CHAIN LINK FENCE
(SEE STD DWG M801)
B
(SEE STD DWG M801)
12" BENCH
12" BENCH
NO STEEPER THAN 1.5:1
EX. GROUND
S= 2%
S= 2%
NO STEEPER THAN 4:1
1
3" CLASS 2 AGGREGATE BASE
D
NO STEEPER THAN 4:1
COMPACTED FILL
NO STEEPER THAN 2:1
LOW FLOW DETAIL
A
WHEN B > 50’
TYPICAL SECTION
NTS
6’
PROFILE
CHANNEL INVERT
GRADE
2%
2%
NOTES
VARIES
6" MIN
1
2
HYDROSEED PER SPECIFICATIONS
D & B SHALL BE SPECIFIED ON THE PLANS.
B > 50’
DETAIL
A
NTS
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF, DESIGN & CONSTRUCTION
CHIEF ENGINEER
DATE:
OCTOBER 2009
R.E. No. 44684
DATE:
OCTOBER 2009
UNLINED CHANNEL
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH324
C
L
R/W
R/W
VARIES
VARIES
15’
15’
VARIES
VARIES
1.5’ MIN
1.5’MIN
6"
6"
6’ CHAIN LINK FENCE
(SEE STD DWG M801)
B
6’ CHAIN LINK FENCE
(SEE STD DWG M801)
12" BENCH
NO STEEPER THAN 2:1
COMPACTED FILL
12" BENCH
NO STEEPER THAN 1.5:1
EX. GROUND
ETW
S
S
2%
2%
3" CLASS 2 AGGREGATE BASE
A
D
NO STEEPER THAN 2:1
NO STEEPER THAN 2:1
ROUTINE MAINTENANCE ZONE
TO R/W
FILL WITH CLASS 2 AGGREGATE BASE TO
PROVIDE DRIVING SURFACE
3" CLASS 2
DESIGN FACE
AGGREGATE BASE
S
LOW FLOW DETAIL
B
ETW
2%
C
OF CHANNEL
WHEN B > 50’
TYPICAL SECTION
1
T2
NTS
1
1
INVERT
T1
1
1
6’
CHANNEL INVERT
2%
PROFILE
TS
MI
I
ON L
EXCAVATI
2%
d, SCOUR DEPTH
GRADE
VARIES
6" MIN
MIRAFI
1100N
12’
MIRAFI
FILTER FABRIC
1100N
MIN
FILTER BLANKET
OR EQUIV
DETAIL
1 MAX.
OR EQUIV
C
1
NTS
FOR B >
_ 50’
T1
1
2
BOTTOM OF LINING
NOTES
TYPICAL
MIRAFI
1
HYDRAULIC DESIGN FACE IF SOIL REQUIRED FOR LANDSCAPING.
2
FOR VALUES OF B, D, d, T
AND T2 REFER TO PLAN AND PROFILE
1
1100N
ELEV AS SHOWN
ON PLANS
FILTER FABRIC
T2
OR EQUIV
DETAIL
NTS
DRAWINGS.
A
3
DETAIL
ROCK SLOPE PROTECTION PER CALTRANS STANDARD SPEC, SECTION 72.
B
NTS
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
CHIEF ENGINEER
CHIEF, DESIGN & CONSTRUCTION
DATE:
OCTOBER 2009
ROCK LINED CHANNEL
APPROVED BY:
R.E. No. 44684
DATE:
OCTOBER 2009
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH325
R/W
R/W
CHANNEL
VARIES
VARIES
14’
VARIES
1’
1’
VARIES
14’
1’ MIN.
1’ MIN.
NOTE:
6"
FOR D & B DATA SEE PLAN & PROFILE
ACCESS ROADS SHALL BE 2"
SLOPE TO GROUND SURFACE AT
HIGHER THAN THE CONC. LINING.
R/W LINE 1.5:1 MAX. CUT
6"
6’ CHAIN LINK FENCE
B
(SEE STD. DWG. M801)
CHANNEL EXCAVATION PAY LINES
6’ CHAIN LINK FENCE
(SEE STD. DWG. M801)
SLOPE TO GROUND SURFACE
12" BENCH
AT R/W LINE 2:1 MIN. FILL.
EX. GROUND
COMPACTED FILL
12" BENCH
S
S = 2
2
3" CLASS 2 AGGREGATE BASE
1.5
1
SEE DETAIL B
D
6" CLASS A CONCRETE
NOTE:
WEEPHOLES 10 FT. ON CENTERS
CONSTRUCT "x1" TRANSVERSE JOINTS 10’ ON CENTER, SLOPES AND INVERT.
SUBDRAIN (SEE STD. DWG. CH332)
SEE DETAIL A
1
’
7
(S
"+
Q
U
A
R
E
)
6" CLASS A
CONCRETE
6
"M
I
N
T
.
Y
P
.
SUBDRAIN IS REQUIRED WHEN B=6’ OR GREATER
OR AS REQUIRED BY GROUND WATER CONDITION.
FOR REQUIRED NUMBER OF SUBDRAINS,
C
SEE PLAN & PROFILE
CONSTRUCTION JOINT
/
2" 0 FORMED
OPENING
3" CLASS 2 AGGREGATE BASE
12"
TYPICAL SECTION
DIE FORMED " MESH.
18"
10"
16 GA. GALV. SCREEN
6" CLASS A CONCRETE
-
"+
12"
4 @ 18" O.C.
9
E.W.
1"
6"
6" CLASS A CONC.
10"
1"
1"
24"
3 @ 18"x20" LONG
3"
CLASS B CONCRETE
IN FILTER FABRIC
4 @ 18" O.C.
6"
3" CL. TYP
SECTION C-C
TYPICAL WEEPHOLE
C
TYPICAL LONGITUDINAL CONSTRUCTION JOINT
2’ CUT-OFF WALL
DETAIL "B"
DETAIL "A"
D
INEER
NG
E
MS
IA
L
S
IO
OFES
NA
PR
L
. WI
D
L
N
E
No. 32336
Exp. 12-31-06
T
S
A
T
E
N
I
A
ONE CUBIC FT. OF
6"
FILTER MATERIAL WRAPPED
REGISTE
R
E
W AR
R
FILTER MATERRIAL
CI
L
VI
R
O
OF
IF
CAL
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
APPROVED BY:
TRAPEZOIDAL CHANNEL
STRUCTURAL DETAILS
CHIEF ENGINEER
DATE:
APR. 13, 2005
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH326
SCHE[ ULE
DETAIL
DATA
A
B
C
D
BAR
SCHEll UL.E
STATIONS
~~~~\.
SPLICES
LENGTH SEC
NOTES
I nt'!A.IIU....
REMARKS
FROM
WIDTH
HEIGHT
TO
1.
Structural concrete shall be Class "A".
2.
All longitudinal bars shall be #4 @ 18 inches unless
otherwise noted.
Place bars in bottom slab symmetrically
about centerline. Place bars in walls starting at top
w'ith 2 inches of clear cover.
3.
Clear cover for steel shall be '2 inches for walls and
3 inches each face for bottom slab.
4.
Steel is dimensioned to back of bar bend.
5.
For construction on curves, straight transverse bars
shall be aligned radially with spacing measured at face
of wall. For L-bars in walls, spacing shall be measured
between the vertical legs of bars.
6.
All transverse construction joints shall be in a vertical
plane normal to the centerline and the spacing thereof
shall not exceed 50 feet or be less,than 10 feet. Continuous keyways shall be constructed as shown in detail
A. A complete curtain of transverse steel shall be placed
3 inches from each face of the joints and longitudinal
steel will not be continuous through the joints. In
addition, expansion joints shall be constructed between
reinforced concrete channel and reinforced concrete box
sections as shown in detail B. Dowels shall be placed at
12 inches spacing centered in the middle third of the
bottom slab and' the top third of side walls. A minimum
of 3 dowels per slab and walls shall be placed.
7.
Weepholes shall be formed as shown in both walls at a
spacing of 10 feet with one cubic foot of filter material
WALL
TI
BOTTOM SLA8 T.
HEEL Z
A BARS
HORIZ.
VERT.
B BARS
HORIZ.
VERT.
LENGTH
LENGTH
LENGTH
LENGTH
C lARS
HORtZ. LENGTH
VERT. LENGTH
D BARS
HORIZ. LENGTH
VERT. LENGTH
E BARS
HORIZ. LENGTH
F BARS
HORIZ. LENGTH
CONCRETE CY./Ui
REINFORCING Ib../L..F.
I
-1 ....
W10r
T,
C BAR
r-
DESIGN DATA:
LIVE LOAD =
SOIL DENSITY =
ALLOWABLE STRESSES:
fc':
fc=
fy =
fs'"
------.- I T,
I
t-
wrapped in filter fabric .ployed 01 each hole.
8.
All quantities shown are approximate.
9.
All splices are subject to approval by the Engineer.
%
(!)
w
;c
1/2" EXPANSION
SEE NOTE 7.
21t. M DIA. WEE PI HOLE
F BAR
FILLER MATERIAL.
I" SMOOTH DOWEL
SEE NOT~ 6.
WRAP OR LUBRICATE THIS
PORTION TO PREVENT BOND.
CONSTRUCTION
.JOINT
~~
.
EXPANSION
CAP
9"~9lt
TRANSVERSE CONSTRUCTION JOINT
TYPICAL
S E eTION
DETAIL
)K
A
ST ANDARD FORMAT TO BE USED AS FULL SIZE DRAWING
TRANSVERSE EXPANSION JOINT
DETAIL
B
RECTANGULAR CHANNEL
STRUCTURAL DETAILS
STANDARD DRAWING NUMBER CH327
DE TAIL
DATA
A
B
e
F
E
0
H
G
I.
•
J
WIDTH W
HE IGHT H
SCHEDULE
LOCATION
SCHE DULE
STATION
to
L
N
0
P
Q
R
T
S
U
W
V
X
FROM
TO
~HANNEI
WALL T,
BOTTOM SLA 8 T
HEEL A
A BARS
B BARS
e BARS
OURS
E lARS
lARS
L
L.
,
,
L
l.
CONe, , . If•.
ST[
ID • .1 t.
REMARKS
-;
10" j-
• IA R"
e
,
B Aft
U
~D
-kl-
Lit WALL
-1..'1-
DETAIL
L~
," ~i - -
L,
f--
L.
-
lID l
I'
BARJ
:
•
L.
BA R
:
I
~
TYPICAL
:£'-'~
2"
-
T 'I,
'I' 'I'
SECTION
CORNER
JOINT
~
inchos each face for walls and
3 Inchol each tacI lor bottom alab.
••
St••l 1a dimon.ioned to back ot bar bInd .
S,
For construction on curvo., Itraight traneverse baro in slab shall
be aligned radially with spacing pOlaured at contorline. FO'
L-bara in walla, spacing shall be measured between vertical logs
of barD.
••
All tran8voroo construction joints ahall be in II vertical plane
normal to tho centerline and the spacing thoreof shall not exceed'
50 foot or be Ie•• than 10 leot. Continuous keyways (in both
8lab. and wallo) conforming to lOntitudinal koyway shown for bottom
cornor joint will bo required at a 1 joints with #4 x 3 feet long
dowels Bt 12 inch apacing placed at tho center of sections with
19 inches wrapped to prevent bond. A complete curtain of transverSB ateal·shall be placed 3 inche. from each faco of the joint
and lonqitudinal stool will not be continuous through the joint •
7.
Weop halos shall b. fo~m8d as shawn at a spacing of 10 feet with
on. cubio loot of tUter mat.~bl' yoorlJpped in filter fabric placed at .act! Mle.
••
All Ipllee. are' subject to approvel by the Enolne.llr •
••
All quantiti•• shown ar. approxiNato •
OPTIONAL
~
All lanqitu4inal bare .hall be *4 • Ie inc~as. Place bara in
bottom Ilab aymmetrically about contorline. place bars in walls
atartinq at top with 2 ~nche. of clear cover.
Cllor cover for ateol II1U111 bo 2
0" - IZ"
T
Structural concrete aholl be Claas "A".
J.
12~2"DIA. WEEP HOLE
~
•
,.
IAR
- •
I.
~'" 1.
~
A
f--
•
-S
'"
IS IAR~
~
..
:.
J
'S
NOTES
:0:
~~
~'!!\l!'.')i
~ ~I.,t
CIVIl. D'I.:.~.
~
STNtDMO FQRl,lAT fO BE USED AS
-
lXlUCTT FLOOD CQIoITlQ.
.ATEIl eOllSEIlYATIQIrl
-;':4':' U"
"'T~,
-¥d~
2004
~
.
".u. 0l0. "'131
nu,
SIZE DftAW1NGS
"L" WALL
STEEL PLACEMENT
DIAGRAM
STM1DARO ORAWING NUMBER CH328
NOTES
SCHEDULE
T
STATION TO STATION
T/2
1.
1/2 "
T/3
DETAIL
DATA
STRUCTURAL CONCRETE SHALL BE CLASS "A".
ALL LONGITUDINAL BARS SHALL BE# 4 @ 18 INCHES. PLACE BARS
2.
IN BOTTOM SLAB SYMMETRICALLY ABOUT CENTERLINE. PLACE
X
1/2 "
BARS IN WALLS STARTING AT TOP WITH 2 INCHES CLEAR COVER.
Y
1" MIN.
HEIGHT
3.
CLEAR COVER FOR STEEL SHALL BE 2 INCHES EACH FACE FOR
4.
STEEL IS DIMENSIONED TO BACK OF BAR BEND.
2" MAX.
WALLS AND 3 INCHES EACH FACE FOR BOTTOM SLAB.
WALLS T 1
BOTTOM SLAB T 2
TRANSVERSE CONSTRUCTION JOINT
A BARS
5.
FOR CONSTRUCTION ON CURVES, STRAIGHT TRANSVERSE BARS IN
DETAIL A
THE SLAB SHALL BE ALIGNED RADIALLY WITH SPACING MEASURED
HORIZ. LENGTH
AT WALLS. FOR L-BARS IN WALLS, SPACING SHALL BE MEASURED
SLOPE LENGTH
BETWEEN VERTICAL LEGS OF BARS.
B BARS
ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL
6.
HORIZ. LENGTH
PLANE NORMAL TO THE CENTERLINE. CONTINUOUS KEYWAYS
SLOPE LENGTH
C BARS
1/2" EXPANSION
SHALL BE CONSTRUCTED AS SHOWN IN DETAIL A. A COMPLETE
FILLER MATERIAL
CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED 3 INCHES
SLOPE LENGTH
FROM EACH FACE OF THE JOINTS AND LONGIITUDINAL STEEL
1" x 18" SMOOTH DOWEL
SEE NOTE 6.
D BARS
HORIZ. LENGTH
JOINT SHALL BE CONSTRUCTED BETWEEN THE REINFORCED
C.Y
CONCRETE TRANSITION AND REINFORCED CONCRETE BOX
L.F.
2"
1"
SECTIONS AS SHOWN DETAIL B. DOWELS SHALL BE PLACED
T
LBS.
STEEL
WILL NOT BE CONTINOUS THROUGH THE JOINTS. AN EXPANSION
PORTION TO PREVENT BOND
2
CONCRETE
WRAP OR LUBRICATE THIS
L.F.
AT 18 INCH SPACING CENTERED IN THE MIDDLE OF THE BOTTOM
EXPANSION
SLAB AND THE TOP THIRD OF SIDE WALLS. A MINIMUM OF
CAP
3 DOWELS PER SLAB AND WALLS SHALL BE PLACED.
9"
SPLICES
BAR
LENGTH
SEC.
9"
WEEPHOLES SHALL BE FORMED IN BOTH WALLS PER STD. CH326
7.
DESIGN DATA
AT A SPACING OF 10 FEET.
REMARKS
LIVE LOAD =
SOIL DENSITY =
TRANSVERSE EXPANSION JOINT
8.
ALL QUANTITIES SHOWN ARE APPROXIMATE.
ALLOWABLE STRESSES:
DETAIL B
’=
c
c=
9.
ALL SPLICES ARE SUBJECT TO APPROVAL BY THE ENGINEER.
10.
SECTION L1 PAY LIMIT PER STANDARD CH326.
11.
THE LENGTH OF SECTIONS L1, L2 AND L3 ARE NOT NECESSARILY
y=
s=
EQUAL. THE TOP OF TRANSITION SHALL BE STRAIGHT ALONG
ITS ENTIRE LENGTH.
ST
12"
A
.
TRANSVERSE
Y
EXPANSION JOINT
SYM. ABOUT
4"
ST
A
.
N
IO
T
C
C BAR
ST
L
A
SE
L3
A
C
.
PI
EX. GROUND
Y
E
HEIGHT
A BAR
SE
T1
.
B BAR
FINISHED GRADE
L2
12"
BACKFILL
E
E
IL
E
OF
S
PR
&
L1
AN
ST
A
2 1/2 " DIA. WEEP HOLE
T
EXCAV.
PL
BACKFILL
SEE NOTE 7
1 1/2
X
1
TRANSVERSE
L2 AND L3
CONSTRUCTION JOINT
PAY LINES
6"
D BAR
ROUGHENED
CONSTRUCTION
JOINT
*
STANDARD FORMAT TO BE USED AS FULL SIZE DRAWING
REINFORCING BAR SPACING FOR STRUCTURAL WALL SECTIONS SHALL NOT
BE GREATER THAN 6" E.W. FOR AIR PLACED CONCRETE CONSTRUCTION.
T2
No. 32336
Exp. 12-31-06
T
S
A
T
E
C IV
OF
N
I
A
NTS
INEER
NG
E
MS
IA
L
TYPICAL SECTION
REGISTE
R
E
WAR
R
OFESSION
AL
PR
D. WI
D
L
N
E
IL
R
FO
C A LI
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
APPROVED BY:
TRANSITION
STRUCTURAL DETAILS
CHIEF ENGINEER
DATE:
JAN. 10, 2005
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH329
~----------~~-------~~~------------------i
f ',
.
i
I~
I
-
-
-l
OF
F~OW_1
-
1--':
1-""fJ
_
I
u..
"'.
tio'
~
..
l
A
my.
15'RlW UIN.1
15'R/W {IoIN.1
-....I... - - - - - - - -
f- - - -
-
DII~CTION
--w
. --'------~.~ "'.. ,,
j
~'" I~
_
i_ - -""" - - J
I
" .. ".
,
I
A
""'-'''~"'"'" ,,,,m
--~
-
"
I
" CONCRETE LIP--.....
-j -.
~
I
e'R/W {IIIIN.l
_
---
,." , """" '""'"
PLAN
NOTE'SEE STD.DETAL OF
TRlrPEZOOAL CHIflNEL.
1
;,.f--
- " : CHANNEL .......ERT
,
-t--
\"
-
--
1
R.C.B.~
-;;;.-;;;.";;0
---r------------ -----------
~'---­
~----
---~:~",-1~~--~­
~--
I
I
~
2' ItMIP CUTOFF
WALLCl CHIflNEL
-
SECTION A-A
~""~
f?§'
-,~'\1
,!,
Ii
,,~,
Ex~.O·1~~ii~4
!:I
~
l'
~~~,v''''44>A
"--~ ~ ....:'.W"
~O~·
IlIVEIlSIIE: COU'lTY
noro
CDNTIIOL
....TEIl CDNSlltVA!tQ'L~
""'"
....,1, 5, 200+
••C.I'.NO. "'. . .
MAiNTENMANCE RAMP
FOR
TRAPEZOIDAl CHANNEL
STANDARD DRAWING NU"SER CHJJO
rL - - - - -r" - - - - -R;W
---------L1PE--'"
--------------------~--
--
l~'R/W
A
L
L
15' R!w
"
' ' ' .1
'--
"~
IMIrl.l
""0
"'.
MEET TOP OF
CH~EL ELEV.
CHANNEL
~
•_
INVERT~
, ....,"' -::---..
I
=-_::
12'lIlHNTEN,IrNC( fVrl,lP STRHGl'IT
R.C....
IOll----"""'l
A
Jl
•
•
•
c- " ""'" " , ••""
W.
•
_
•
1-
_ TRNrlSlTIQIrl
" - - (30'
j
------
~r
WlNlt.I~l
11 -
--
DIRECTION OF FLOW
15' R/W ("".1
_____
15' R/W UIN.l
~~
~ ~ ~
__ L
_
~----~
PLAN OF VERTICAL. WALL CHANNEL
j
-' - CHN\INEL f<lVERT
TOP"
~ ~\
....
o
""1.\J. _ - - -
I
-"
R,C,B.'\"
1--"-_._-"" 1
I
O"l .... -
--
=1
d.,.
""""
,"'
SECTION A-A
~O~·
IlIYEIlSIIE: Cl1U'lTY fLOIll CllNTIIOL
WATEIl
""'"
CCllSlltYA!9'L~
....,1. 5. 200+
••C.I'.NO. "'. . .
MAINTENANCE RAMP
I VERTICAL
FOR
WALL CHANNEL
STANDARD DRAWING NUMBER CHJ31
C. CHANtEL
IS" PI'E
CONC. PLUG
~6"
PLUG DETAIL
PERFORATED PIPE
TYPICAl.. OUTLET IN VERTICAl..
CHANNEL WAL.L
.. CHANtEL
...ARIES
...ARIES
" "
II
I
II
"II ~"II
II
II
IL
)1
=
<Il
ll..LJI
.
.
..
6" PERFORATED
"'"
TYPICAL. OUTLET IN SLOPED
CHANNEl WAIl
".
.. CHANNEL
"
"
II
II
II
II
II
II
II
II
II
...
....s
ELBOW
"'ERTICAL
CHANtEL W....L
~
"L
1'-2"
IS" PERFORATED
PIPE LAY WITH
PERFORATIONS DOWN
GRAVEL FILTER
WATERI....
pi AN VERTICAl •
SLOPED WAL.L
TYpICAl
SLlBDRAlN
!llllli
1.
DRAIN PI'E OUTLETS SH....L lIE COVERED WITH W' MESH G.......ANIZED SCREEN.
ANCHORED ... CONCRETE A WINUlAl OF 4". OF 115 GAGE WIRE OR I£A",IER.
2.
SUBllRAIN OUTLET SH....L BE CONSTRUCTED AT 300' .. TERV....S.....ONG TI£
CIWlNEL CENTERL"E. IS LOCATED ON TI£ PL....S OR IN THE SPECIFICATIONS;
AND/OR IS DIRECTED BY ENGI<lEER.
3.
SUBIlRAIN SH....L IIEGfrl AND EJrIJ WITH" ~'OF BOX CUL"'ERTS LtlLESS
THE PLANS SPECIFIC....LY REQ~E TI£ SUBDRAIN TO BE CONTINUOUS UNDER
THE BOX.
4.
OPTION.... TO US[ 90· ELBOW OR OTI£R SPECI....S.IS APPROVED BY THE
ENGINEER
SUBDRAINS
LAYOUTIi SECTIONS
.. ET AILS
•.c.£.ItO.""'"
STNIIOARO DRAWING NUMBER CHJJ2
."
.
•
,
I
1~~
,
,•
•
1 li
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IL
I
I
I
I
I
I
___
-----
-----
T~~
T
L
r.......7
L
--
CHANNEL
•DE •SLOPE
.~
M· .....
55-2"
ACCESS ROID
CONSTRUCTION
JC»lT. TYP.
\\~
INVERT
______~lI----=~'=XO·~"~''='''--__--''1-_--':~~, ..
CHANNEL
SIDE SLOPE Jr
2'CUT-OFF WALL
tSEE
AI. "B"
STD. CWG CH J21S1
on
*.Chll D.C. E,W.
2' cur-OFF WALL x
SECTIONS
'lO'' ' '
RAMP LP ACCESS RD.
"
2'CUTT-OfF WALLz
II" CONe. Q.ASS 'B'
x NOTES:
DRMrlAGE N'RON WAY ALSO BE
USED FOR RECTANGL....R CIUrfrlNEL
ACCESS ROIOS.
SECTION
(9
ORAJNAGE APRON
FOR
ACCESS ROAD
•.c... "'.""'"
STANDARD DRAWING NUMBER CH333
R/W
ACCESS ROAD
UNLINED CHANNEL
4
CHANNEL
CHANNEL INVERT
MEET INVERT ELEVATION
36" CUT-OFF
DIRECTION OF FLOW
WALL AT TOE
NO STEEPER THAN 4:1
12’
NO STEEPER THAN 4:1
1
1
2’
MA
I
NT
ST
EN
RA
AN
I
CE
GH
T
SLO RAMP
PE
UNLINED CHANNEL
1
UNLINED CHANNEL
MEET TOP OF
CHANNEL ELEV
ACCESS ROAD
R/W
LENGTH = 10 X DEPTH OF CHANNEL
24’
3
2
24’
2
PLAN
NOTES
NTS
1 ALL CONCRETE STRUCTURAL SECTIONS PER STD DWG CH326.
EXTEND CUT-OFF WALL TO 36 INCHES AT TOE OF SLOPE.
R/W
R/W
TOP OF
CHANNEL *
TOP OF
CHANNEL *
ACCESS ROAD
12’ RAMP
3
ACCESS ROAD
2
SIDE SLOPE SHALL VARY FROM 4:1 TO (4d- 12)/d:1.
3
SIDE SLOPE RATIO SHALL BE (4d-12)/d:1.
4
SEE PLAN AND PROFILE DRAWINGS FOR DIMENSIONS.
5
MAINTENANCE RAMPS TO BE PROVIDED AT EVERY REACH OF CHANNEL
WITH A MAXIMUM SPACING OF 2600’. PROVIDE RAMP AT EACH
CROSSING OR PROVIDE A CULVERT-8’ MIN WIDTH X 7’ MIN HEIGHT.
4
d=6’MIN
3
1
6
CHANNEL
MATERIALS OTHER THAN CONCRETE MAY BE USED AS APPROVED
BY THE GENERAL MANAGER-CHIEF ENGINEER.
INVERT *
1
36" CUT-OFF WALL
1
TYPICAL SECTION
* ELEV PER PLAN AND PROFILE
NTS
RIVERSIDE COUNTY FLOOD CONTROL
AND
MAINTENANCE RAMP
FOR
UNLINED CHANNEL
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF ENGINEER
CHIEF, DESIGN & CONSTRUCTION
DATE:
OCTOBER 2009
R.E. No. 44684
DATE:
OCTOBER 2009
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH334
R/W
ACCESS ROAD
2:1
2
CHANNEL
1
DIRECTION OF FLOW
CHANNEL INVERT
2:1
1
2’
MAI
NTENAN
CE RAM
P STRA
I
GHT S
LOPE
ACCESS ROAD
2:1
MEET TOP OF
ACCESS ROAD
CHANNEL ELEV
R/W
L=10 X DEPTH OF CHANNEL
50’
30’ MIN
SIDE SLOPE NO STEEPER THAN 2:1
R/W
PLAN
NTS
TOP OF
CHANNEL *
ACCESS ROAD
NOTES
2
1
12’ RAMP
1 GROUT TO A MIN DEPTH OF 12" FLUSH WITH THE TOP OF RIP RAP TO
PROVIDE A DRIVEABLE SURFACE. HEAVY BROOM FINISH PERPENDICULAR TO
DRIVING DIRECTION. GROUT PER SPECIFICATIONS.
2
1
2
SEE PLAN AND PROFILE DRAWINGS FOR DIMENSIONS.
3
MAINTENANCE RAMPS TO BE PROVIDED AT EVERY REACH OF CHANNEL
WITH A MAXIMUM SPACING OF 2600’. PROVIDE RAMP AT EACH CROSSING
1
OR PROVIDE A DRIVEABLE CULVERT-8’ MIN WIDTH X 7’ MIN HEIGHT.
CHANNEL
INVERT *
TYPICAL SECTION
* ELEV PER PLAN AND PROFILE
NTS
RIVERSIDE COUNTY FLOOD CONTROL
MAINTENANCE RAMP
FOR
ROCK LINED CHANNEL
AND
WATER CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
CHIEF ENGINEER
CHIEF, DESIGN & CONSTRUCTION
DATE:
OCTOBER 2009
R.E. No. 44684
DATE:
OCTOBER 2009
R.C.E. NO. 32336
STANDARD DRAWING NUMBER CH335
DETAIL
DATA
A
•
SCHEDULE
o
c
lOCATION
DESIGN COVER
--
,.""
."'"
HEIGHT
A, OR 0, B~,
SCHEDULE
STATIONS
TO
rA2 OR 02 BAR
NOTE'
BOX
1.
r-
TOP SLAB T
51)[
WALLS T «
BOTTelll SLIB T·
A, ....
SP"'''. ,"O'N " TARLE
HORIZ. LENGTH
DET'll
A, ....
A
b
2.
CONCRETE SHAlL BE CLASS "A".
AlL LONCITUDINAL BARS SHALL BE
B~S
OTHERWISE NOTED. PLACE
4 C.18 NCt£S UNLESS
IN TOP AND BOTTOM SLABS
SYMt.£TRICAlL Y ABOUT CENTERLINE. PLACE
B~S
SYMt.ETRICAlL Y ABOUT MID-HEIGHT OF WAlLS. J
ARE IN REPLACEMENT OF' THE LONGITUDIN.....
(PLNIl VIEW)
HORIZ. LENGTH
STRUCT~Al
J.
BB""
B~S.
CLEAR COVER FOR STEEL SHAlL BE 2 INCHES FOR TOP SLAB AND
SIDE WAlLS
HORIZ. LENGTH
IN WAlLS
B~S
NI)
J INO£S FOR THE INNER FACE AND J INCHES FOR
THE OUTER FACE OF THE BOTTOIoI SLAB.
VERT. LENCTH
CBAR
I
VERT. LENGTH
0, BAR
HORIZ. LENGTH
~_---1
l+
--
0, ....
, ....
HORiZ. LENGTH
HORIZ. LENGTH
BAR
, ....
SPLICES
ILENGTH I BOX I
REMARKS
l'
5.
FOR CONSTRUCTIDN ON CURVES. STRAIGHT TRANSVERSE BARS IN
TOP
,tH)
B~
BEpt).
BOTTOt.l SLABS SHALL BE ALIGNED RADIALLY WITH SPACING
SPACING SHALL BE MEASURED BETWEEN THE VERTiCAL LEGS OF
e.
TRANSVERSE CONSTRUCTION JOINT
DETAIL
STEEL IS DI.lENSIONED TD BACK OF
MEASURED AT CENTERLINE. FOR STRAIGHT BARS AND L-BARS IN W.....LS
I~
2" MAX.
VERT. LENGTH
4.
B~S.
ALL TRANSVERSE CONSTRUCTION JOI'lTS SH.....L BE IN A. VERTICAl
PLANE NORIUII... TO THE CENTERLINE AND THE SPACING THEREOF
B
SHALL NOT EXCEED 5D FEET OR BE LESS THAN '10 FEET. CONTINUOUS
HORIZ. LENGTH
VERT. LENGTH
KEYWAYS SHALL BE CONSTRUCTED /IS SHOWN IN DETAIL B.
A COt.PI...ETE CURTM<! OF TRANSVERSE STEEL SHALL BE PLACED
• 8AR
TOP HORIZ. LENGTH
3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL
BOT HORIZ. LENGTH
,,'"
," x 18" St,lDOTH DOWEL
SEE NOTE 8.
LONGITl.I)IrtAI. BARS
L
NO.
CONCRETE
STEEL
C.YA.F.
LBS·A.F
',
n
.,or"
AI AND A2 BAR
SEE DETAIL A.~
t{
G B~\
I
7
~8'"
OPTION..... FILLET
14" MIN. TO 6" MAX.
r
'n'
------.'
"
retJ
PTIONAl
CONSTRUCTiON
OINT
I---a
8'"
(
8'"
,oo
EXPANSION JOINTS SHAl.L BE CONSTRUCTED BETWEEN REINFORCED
CONCRETE CHANNEL AND REINFORCED CONCRETE BOX SECTIONS
•I•
r!-
TRANSVERSE EXPANSION JOINT
OETAIL
T~D
OF BOTTON SLIB AND Tt£ TOP
TIMO OF SIDE WAlLS. A MINIMUM OF J DOWELS PER SLIB AND
t------'~ANSION
•I
,oo
AS SHOWN IN DETAIL C. DOWELS SHALL BE PLACED AT 12" SPACIlG
CENTERED IN THE MIDDLE
WALLS SHALL BE PLACED.
7.
.....L QUANTITIES SHOWN ME APPRO)(l,lATE.
e.
ALL SPLICES ME SUBJECT TO APPROVAL BY THE ENGN:ER.
II.
C
ENGINEER SH.....L DETERMINE WHETHER WEEPHOLES OR SLRlRAINS
~E
REQUIRED.
DESIGN DATA
LIVE LOAD '"
SOL DENSITY •
ALLOWABLE STRESSES:
~
fc '"
I.. '"
17
1.
=
=
II~----;
JH-~~~~~~~ION
JOINT
01 AND 02 BAR
SEE DETAIL A.
~r
;:t(
~
~BAR
-,
~
I•
STEEL WILL NOT BE CONTINUOUS THROUGH THE JOINTS. IN ADDiTION.
/!WRAP OR LUBRICATE THIS
PORTION TO PREVENT BOND
~
\---rBAR
h
EXPANSION
r V2"
FILLER MATERIAL
.....7
TYPICAL SECTION
NTS
~
,f'
. . "'<ot~"
.
'i3 I E'P'He.1j23311
'" ~
-31-04 '"
~
~
"!i-
CIVil.
c"
?~
CA""~'V
STNIlDARD F'ORU....T TO BE USED AS F'ULL SIZE DR....WINGS
IlIYEItSDE COLtlTT FLOllO COIfIAlll
NO
WATDt COfrISEAYAIOl DlSTIlICT
:~~
!lAT[.
....,,; ~.
2004
O.-..../L:.
11.",.
ND.32.WI
SINGLE CEll RCB
STRUCTURAL DETAJlS
S1NIlDARD DR....WING NUMBER BX401
14
ATTACH 3/8 " GALV. CHAIN AT ITS MIDPOINT
TO U BOLT. CHAIN SHALL BE OF SUFFICIENT
LENGTH TO ENCIRCLE GATE.
5
VARIABLE 10’ MAX.
1
5
3
13
7
SEE DETAIL
15
6
2"
2"
8
12"
6
11
8
5’-10"
12"
9
STRETCHER BAR
9
6
ENDS OF ALL BOLTS
5"+
-
SHALL BE BATTERED
5"+
-
4
6’-2"
14’ GATE OR AS SPECIFIED
VARIABLE 10’ MAX.
9
2"
12
12
6" DIA.
3’
10
GALV. PIPE GATE FRAME
12
14’ DOUBLE DRIVE GATE
GATE KEEPER
GATE LOCKING DETAIL
10
’
10’
USE CENTER POST WHEN SPACE EXCEEDS
2
1
5
8
2
11
12"
2"
6
PROVIDE STD.
8
6
PIPE SLEEVE
I.D. = 3.125" OR 3.625"
HEIGHT VARIES
3’
2"
3’
14"
9
8
2"
5
1
5
14’ OR AS DIRECTED
2"
2
6’-2"
12"
12"
10’
VARIES
7
HINGE DETAIL
PIPE SLEEVE
3’
12
8" DIA.
CONC. WALL
C
L CHANNEL
R/W LINE
END OR CORNER POST ASSEMBLY
VARIES
HEADWALL FENCE ASSEMBLY
CHANNEL WALL FENCE
6"
NOTE
NOTE
C
L LINE POST
CHAIN LINK FENCE 72" FABRIC (9 GAGE)
FENCING MATERIAL SHALL CONFORM TO SECTION 206-6
7 GAGE SPRING STEEL TENSION WIRE
OF STD. SPEC. FOR PUBLIC WORKS CONSTRUCTION.
3
1.660" O.D. GALV. PIPE FOR GATE FRAME. TIE
LATEST EDITION EXCEPT THE FENCE FABRIC SHALL
FABRIC TO TOP AND BOTTOM OF FRAME.
1000’ MAX. INTERVALS
10’
1
10’
2"
6
2
12
6’-2"
7
1
3’
7
2"
7
2
3’
2"
1.660" O.D. GALV. STIFFENER.
5
GATE, END & CORNER POSTS 2.875" O.D.
AND BARBED FINISH ON THE OTHER EDGE.
6
STRETCHER BAR 3/16 " X 3/4 " MIN.
LINE POST 2.375" O.D.
8
BRACE REQUIRED ACROSS ALL HEADWALLS
OR PARAPETS. 1.660" O.D.
9
FENCE LOCATION
3/8 " TENSION ROD WITH TENSION ADJUSTMENT.
HINGE BOLTS 5/8 ".
11
GAGE 11 WIRE TIES
12
2000 p.s.i. (4 SACK CONC.)
13
PLUNGER ROD
14
CAPS ON ALL POSTS
15
GATE KEEPER
OFESSION
AL
PR
D. WI
L
N
E
INEER
NG
E
MS
IA
L
REGISTE
R
E
WAR
R
D
TRUSS POST ASSEMBLY
HAVE A KNUCKLED FINISH ON ONE EDGE AND A TWISTED
7
10
8" DIA.
12
4
No. 32336
Exp. 12-31-06
T
S
A
T
E
C IV
OF
IL
FO
C A LI
N
I
A
1000’ MAX. INTERVALS
9
1
2
R
RIVERSIDE COUNTY FLOOD CONTROL
CHAIN LINK FENCE
AND
WATER CONSERVATION DISTRICT
APPROVED BY:
DETAILS
CHIEF ENGINEER
DATE:
JAN. 10, 2005
R.C.E. NO. 32336
STANDARD DRAWING NUMBER M801
*'4C! 12"
CLASS "A" CONCRETE
0
L
""..
""
1.0'
~
36"
"' _ .... 4 aqCLLM TIES
NOTES
1.
REQ~ED
A CONCRETE COLLAR IS
0.10 FT. PER FOOT. OR IF CHANGE IN ......IGNWENT EXCEEDS 0.10 FT. PER FOOT.
2.
1.~'
,."..
•..
,..
1.0'
1.0'
..
..
411"
I.!>'
~
57"
1.5'
~
110"
1.75'
"..
1.75'
n"
....
WHERE THE CtWlC[ .. GRillE EXCEEDS
T
IF THE EXTREIotE [JrI)S Of" THE PIPE LEAVE A ClEAR SPACE THAT IS GREATER
THAN ''', ElJT LESS THAN lI", A CONCRETE COLLAR IS REQURED (SEE OETAI. A THIS SHEETl.
IF THE ClEAR SPACE IS II" OR GRE....TER. A TRANSITION STRUCTUR[ IS R£QUIRED.
J.
..
CONCRETE COLLAR SH......L NOT B[ USED FOR A SIZE CHANGE ON THE MAIN LINE.
WI£RE PIPES Of DFFERENT DIAMETERS ME JOII£D WITH A CONCRETE COLLAR,
L AND T SHALL BE THOSE OF THE LARGER PIPE. 0-0, OR 02
WIICHEVER IS GREATER.
,.
••
7.
'
FOR PIP[ LARGER TIWl 1I15" A SPECI...... COLLAR DETAIL IS REOLIRED.
FOR PIP[ SIZE NOT LISTED USE TI£ NEXT SIZE LARGER .
.".
o..r
-.'
WI£RE ANGLE A IS LESS THNrl 10".
••
.,
~"
..
"~
••
'If
""
cit.!
~,
0"
...:
~"
'C•
WI£RE REINFORCING IS
IE 0
+ (2
l(
REQ~EO
WALL THCKNESSl
.-
. ..
REtrlFORCING ON PIPES 24" AND LESS .. DIMlETER AND ON ALL PIPES
TI£ OIMlETER Of THE CACULIIR TIES SHALL
INTERIOR SLAFACE OF PIPE
+ 8".
DETAIL "A"
WI£N O,IS EQUAL TO OR LESS THNrl D JOIN INVERTS AN)
2
WI£N 0l1S GREATER THAN D JOIN SOfFITS.
2
TypiCAl .KlINT rOR
BftlEORCEQ CQNCRETE PIpE"
PIPE MAY IE CORRUGATED METAL PI'E. CONCRETE PIPE. OR
REIIIFORCED CONCRETE PIPE.
-
IftEJllsot: CQUltTy flOOD CONTIIOL
......""'" .." "ATE" CON5E"YATIDN D15TIlICT~f'-_-i
•.c.£.ItD.""'"
CONCRETE COLLAR
FOR
PIPE 12 INCHES THROUGH
66 INCHES
STANDARD DRAWING NUMBER MB03
I
I
I
..,
L
: 1~
~~±t::t------L------l
CASE -A
'-\» )
CASE- B
AbovJ! Storm Drain to Chlmney-Speclol, reql"rld:
2-4 lIe Bends.
:;[.'."',;:r:.:.:'~~.~
.~..~.~.i.~.;~..5.,.~.~.~~~. ~.~CI.~ r
v-'
''''__
11/
~', I '.
~'T~
~.
I"
~_
"
M'-----l
1------1.:.-------1
CASE-C
...
M'--~
CA5E-D
Below Storm Drain 10 Y- Specials reQwlld:
3-4 'V Bend~.
a
Below Storm Orcin to House Connection - Spec;lal,
reqUIred: 2-4 'Va Bends
I' ,....
• • • • \II
CASE-E
Below Storm DrOlrl to Flat Saddle - s,,'lcllIls
requited: 3 ~4 -jle Bends • I· Saddle
...
on
ci
z
....ciVl
CASE-F"
8elow Storm Drain to Saddle - Specials
requIred 3 -4' Y Bends I I Saddle
a
FOR NOTES SEE STANDARD
DRAWING No. 808 SHEET 2
'---t_-'i 12" Min
1--1.......-'"''-1
:>
Cross Secllon of Concrete Reinforcement
"-
For 4· PIpe
D:
o
....>-
U
REMODELING DETAILS
HOUSE CONNECTION
SEWERS
ST ANDARD DRAWING NUMBER M808
SHEET 10F 2
._. -
!-----L-+--"
--
--.
p
I----M'---
---
CASE-K
...
I.
~
E~
DrIM to .... CoMMtlon.
-
_: .-.. ,.
CASE-R
COIWlICfI. with
.
s...,. ~
NOTES
, . . . ftdiocItId bJ btoMn linM
2. PIpet to .. Clllftlh'uCtId en tndlcoted "full I",".
!. AI pi,.
be 4-1ntImal - " " , or tholllftClteh ........,IaI.-a1.
.. All
_ .- othtfWIM.
a.
J8 ... -... '-'jed
1. CION NCtiOR IItoIlrI\
1 ~I" a," • 011 ,.,..
It 1M OOMfoHttd ~ atorM ...... top ,.,11011 within I of . " . cntn to .. Ofllltttd.
CeNnt
.. 01_ s sI, iI:
L M•
1ftelI on _
M. t
,.'.
.
....
OftII'OIS
10'.1 r.....tt1.
eftOWIh to .... 0 frocMOl'l of 0 Ioof.
N • ilt: ..,
..-Ifild ofhItWI. 00 , . .
1\'"
CA§-tc. II
r'I."
L dol. "'" ••teftd
v
0
••
!iii
cd
""
••
24-)
1. A
~
Ott
to
.Mr.
CAli-H
........ n c:onr:.-.
*' to ....Jot
"""torn_."
be COiwiMh4 to
fill" Iowtt . . I.""".
,. the Mnd.
~ bat ...... tuItI'l*'Y.II
I p'p-.
pfpe OllMfiNtlnl 1M ..Ia". . '( (II T.
"• c
00
""
»
56
REMODELING DET.oJLS
HOUSE CONNECTION
SEWERS
_r ,o.lft.
"",..,
Aprl5 2004
••C".NO.
:un.
S1 ANDAAD DRAWING NUMBER MBDe
SHEET 2 OF 2
LINE TYPES
ABBREVIATIONS
Ii<
OK
.
MSHTO
Ii<'"
B""
....ERICAN
LBS
RlS
POUNDS
LOCAl DEPRESSION
LltlEAI. FEET
LONGIT......Al
LlJ,IP SUM OR LMID SlIWEYOR
LEFT
LEAD. TACK
1,I,t,Xlt,lJM
I,IUl TlPLE CEMENT DUCT
I,IEASURED
I,IANHDLE
I,IINIMUM
I,IUL TIPLE Tn..E DUCT (TEl)
I,IIDDLE OF VERTICAL. ~VE
NORTH
NORTH MlERICAN DATUM
NORTH MlERICN\I VERTICAl DATUM
NATIONAL GEODEDIC VERTICAl DATlJ,I
NATIONAL GEODETIC SURVEY
NORTHERLY
NJMBER
NAIL • TIN
NOT TO SCAlE
ON CENTER
OUTSIDE DIWENSION
OFFICIAl... RECORD
POINT OF COI,lPOUND ~VATLRE OR
PORTLMlO CEMENT CONCRETE
POINT OF INTERSECTION
PROPERTY LINE
POWER POLE
PARTS PER I,IILLION
POINT OF REVERSE CURVATURE
POUNDS PER SOUARE INCH
POLYVINYL CHLORIDE PIPE
PAVEMENT
RATE OF FLOW lcfl)
RADIUS OR R......GE
REINFORCED CONCRETE BOX
REGISTERED CIVIL EtrtGlNEER
mvERSDE COUNTY FLOOD CONTROL
MID WATER CONSERVATION DISTRICT
REINFORCED CONCRETE PPE
RAILROAD
RECORD OF SlIWEY
"RlW
"'''
CD
~SOCIATION
OF STATE HGHWAY
LF
AND TRANSPORTATION OFFICI.......S
LONG
AGGREGATE BASE
. .NO
LS
ABIHXlNED
NO
ASPH.... T CONCRETE
ASBESTOS CEMENT PIPE
ANGLE POINT
APPROXI.IATE
"Ln
MeD
"'"
"'.,
"'"
4p,
APPROX
"''''0
W,
AWWA
b
Be
Be'
BO
B""
",e
e"-e
eB
ee
eF
,.,
e.e
CIPP
e'p
e,
eL
eLR
•
CML'C
COP
CMPA
CO
CONC
CONST
CO,
ep
esp
ev
o
...
DO
'D" .
,owe
",'CeR
ON
DlW
EF
[LEV
ELY
,p
EO
,ve
'W
"
EXCAV
EX crt:!
F
FB
Fe
FO
'"
'"
"o
It ,FL
FWV
O"-v
NO
""OPE
"OL
•"""
'"
"'"
,p
L
NilERICAN SOCIETY FOR TESTN> ..,t,TERI.....S
AMERICMI PUBLIC WORKS ASSOCIATION
.....ERICAN WATER WORKS ASSOCIATION
CHNlNEL BASE WIDTH
BEGf<lNING OF CURVE
BEGf<lNING or CURVE RETURN
BENCH hlMK
BURLItGTON NORTHERN SANTA FE
IlEGI\INING
or
VERTICAl. CURVE
C......CULATEO
CATCH BASIN
CENTER TO CENTER
CURB FACE OR CUBIC FEET
CUBIC F[ET PER SECOND
CURB AND GUTTER
CAST IN PLACE PIPE
CAST IRON PIPE
CONSTRUCTION JOINT
II<
0..
,MYe
"'"
"'VD
""VD
..
""s
"-4
"',.,,
"'s
oc
00
GR
pce
""-GR.
eL'SS
CLEAR
CENTERLINE
CEI.IENT t.IORTJrR LN:D AND COATED
CORRUGATED IllEr
Pf>E
CORRUGATED WET
.
Pf>E ARCH
...
"'0
PRe
p"
CLEAN OUT
pvc
CONCRETE
CONSTRUCT
COR"'ER
CO...TROL POINT
CORRUGATED STEEL PIPE
CUBIC YARDS
DEPTH
CURVE TOTAl DEFLECTION MlGLE
DECOMPOSED GRMlITE
DIAMETER
DlICTn..E IRON PIPE
,
DOW'
DRIVEWAY
DRAWIlG
EAST OR ELECTRICAl
'NO'
END OF
CURVE
END OF CURVE RETURN
EACH FACE
ELEVATION
EASTERLY
EDGE OF PAVEMENT
EQUATION OR EQUAl
END OF VERTICAl CURVE
EACH WAY
EXISTING
EXCAVATION
EXISTING GROLHI
FIRE
FIELD BOOK
FOUND
FINISHED GRADE
FIRE HYDRANT
FLOW LINE
FEET PER SECOND
FEET OR FOOT
FREEWAY
PVOT
o
PCB
PC,
RCFC.WCD
PCP
RR
S
ss
so
SEC
S'H
so.
'"so.v
SFRR
SF
SV
'"
"0
sn
,"w
"0
'C
m
TRAFF
"
,.
"
TRANS
He
0. .
LPRR
GAl.VMlIZED
t£IGHT
HOUSE CONNECTION
I«>H DENSITY POLYETHYLENE
HYDRAULIC GRADE LINE
HORIZONTAl.
INSIDE DIMENSION
INCH OR INCHES
IRON PIPE
IRRIGATION
JUNCTION STRUCTLRE
LENGTH
usC.GS
,",es
v..o
v'"
'e
yep
VERT
VP,
W
WLV
WS
RIGHT OF WAY
SOUTH OR SLOPE
SIlE SLOPE OR SANITARY SEWER
STORM DRAIN
SECTION
SHEET
s,,,"-
STREET lIQo1T
SOUTHERLY
SOUTHERtI PACIFIC R....LROAD
SQUARE FEET
SQUARE YARDS
STATION
STMIDARD
SPIKE. TIN
SIlEWAlK
TMIGENT, TI«:KNESS, TOWNSHIP OR TELEPHONE
TEI,IPDRARY BENCH I,IARK
TOP OF CURB
TEMPORARY CONSTRUCT~N EASEI,IENT
TRAFFIC
TRACT
TRANSITION
TRMlSITION STRUCTURE
TOP OF WAlL
TYPICAL
....ION PACIFIC RAILROAD
....ITED STATES COAST AND GEODETIC SLRVEY
....ITED STATES GEOLOGICAL. SURVEY
VELOCITY OF FLOW OR DEPTH OF CATCH BASN
VERTICAL ANGLE BENCH I,IARK
VARIABLE OR VARIES
VERTICAl. CURVE
VITRIFIED CLAY PIPE
VERTICAl.
VERTICAl. POINT OF INTERSECTION
WEST, WIDTH OR WATER
WESTERLY
WATER SURfACE
SYMBOLS
ASf>H.... T BERIoI
ASPH"'- T BERIoI
ASPHAI... T BERM
BILLBOARD
CE... TERlI...E
CULVERT, EXISTING
, ,
DELINEATORS
EASEI,IENT, TEMPORARY CONSTRUCTION- -
.•
-
-
,
,
• •
-TCE- -
-
ELECTROLIER ON POLE, CN\lTI.EVER ARM
ELECTROLIER ON POWER POLE, CANTLEVER ARIoI
-
FR: HYDRANT
ELECTRICAl LN:
-- -------E----- ----0--------0------
•
•
FENCE, CHAIN LINK, PROPOSED
•
--x
FENCE. WOODEN
---'0
-------------------0
I,IAlL BOX
f
MANHOLE COVER, EXISTING
'J
I,IANHOLE COVER,PROPOSED
•
METER, WATER OR GAS
• • • • • • • •
IRRIGATION LINE. ID N NCHES
- - - - - - - -IRR12 - - - - - --
OIL lINE.1D IN INCHES
- - - - - - - OILlO-------
POLE. GUY WITH ANCHORS
POLE,POWER OR TELEPHONE
- - - - - -RR 51G- - - - - - -
RALROAD TRACKS
SIG.... STREET
RETAINING WAlL
SOIL BORINGS
RIGHT OF WAY. FLOOD CONTROL
----R/W----
RIGHT OF WAY. STREET
----R/W----
ROAD, DIRT
-----------------
-
-
-
5512- -
-
-
-0---
-- -
-0-
SB~-l
,
TRAFFIC DETECTOR LOOP
TREE. OTt£R THAN PAlM
0
L_~
~
TREE. PAlM
WATER SURFACE PROFLE
- - -
--:l
""'--y'
VALVE. WATER OR GAS
----(>-- -
:iI~
~
SIDE SLOPE
SPRINKLERS
181
<
NORTH ARROW
RALROAD SIGNAl LN:
(HGL
HYDRAl.LIC GRADE LINE
- - - - - G4----
GUARD RAIL
c::::;;:;:;:;J
HEDGE
x0
*-"
*-'
>0<
/"t'-..
GATE, DOUBLE DRIVE
•
x
FENCE, WIRE
SANITARY SEWER,IO IN INCHES
1)-00
ELECTROLIER (S) ON POLE
FENCE, CHAIN LN<, EXISTING
GAS LINE,ID IN INCHES
'"
CONTROL POI\IT
EASEMENT, UTILITY
FLOW LN:
,.,a"
CATCH BASIN, PROPOSED
- - - - - - - - J 6 CIoIP-------
CURB • GUTTER, EXISTING
c:::;:>
BUSHES
~
CONTOURS
-+++- -++
V
,Y
~
BARRICADE
""'"'"
BLOC< WAlL
-0-
"
of
STORM DRAIN. EXISTING. D N INCt£S - - ------5024-- - - - - STREET LIGHT CONDUIT
- - ------5L---------
TELEPHONE CABLE
--------T---------
TELEPHONE, MUlTIPLE Tn..E DUCT
-------T(MTD~------
TELEPHONE.MULTFLE CEMENT DUCT
- - -----TCMCDl-------
TRAFFIC SIGNAl. LINE
- - -----TRAF-------·
~
,f'
~. "'<Q[~"
.
'i3 I E'P.He.1j2JJll
'" ~
-Jl-04 '"
~
~
"!i-
CIVII_
c"
?~
CA""~'V
IlIYEItSDE COLtlTT FLOOD COIfIAOl
NO
WATER COfrISEAYAIOl DlSTIlICT
:~~ O~L:.
""1[,
....,,; ~_ 2004
11.,,[. ND.32.WI
ABBREVIATIONS
AND
SYMBOLS
5TM1DARD DRAWING NUhlBER t.lS14
ADDITION.... PAVE WENT REMOV....
NrlD REPLACEt.lENr SHALL CONFQRt,I
TO COUNTY OR CITY PAVEt.lENT
\
RESTORATION STIH>ARDS OR
AS SHOWN ON DRAWINGS
_, ...
L
, ~---------~:~~...._~~~~~~:~-~ ,
PAYL~ES
'lARES
1
l.J '
SEE R.C.P. BEDDING. PAY LilES,
ROADWAY
EXCAVATION
rA.C. PAVEWENT
( ~---------------~i
..
-~~-~l--~-L"., """.,~.,,,,,,
\,--~---------------~
, ->-EXCAVAT04-L....f
"
,,
PAY LINES
'
BASE COlfiSE
'
".~ ",X":';'::::,'''' ":4-:;:"~'
~""'B
FILL_",
... /
/ PAY LINES
"
l"~;
".>t'l
NOTE'
IF PAVEt.£NT IS NOT INCLUDED IN EXCAVATION, THE
~
EXCAVATION PAYLINES WILL BE AS SHOWN AT LEF"T
EXCAVATION
1';,1
i;:;
".
..
'
'~j
.;;
PAY "BOTH
" " SU:Sl
(TYP.
r
.~.
CELL R.C.
WELL GRADED SNIID
PAY LINES
(TYP. BOTH SIDES)
~'j
..;
.•
•
I
•
RnCne, BEDDING "
/
I
BACKFLl
PAY LINES
(TYP. BOTH SIDES)
,.-------------- -----,
J
I •• j .
-
'
.R,C. CHMINEL
"'J
EXCAVATION
PAY LINES
':'.;
."
.<
".
I"
.'
".
~j
------
.'.
k;
".
~;"
I......
:':.,.-.
.-., :.,:.<ri.~ ~_.~, ~_~ .'i:.,: .::.;
I:';;
--I""r-
R.C. CHANNEL PAY LINES
NORMA!.. COND!TION
1..---------- ----------,
~
I
I
_ , NATURAL GROUND
~~;::;:·BACKFILL
; ; ; ,.;/
,
~
, ,,
~.~ ... ,.... "''':~' .:.......,
"
.'
-:
EXCAVATION
il·:p.L~~ET~
EXCAVATION
PAY LINES
)It
l
"1
:.;'
.'
WELL GRADED SNII
EXCAVATION
,'.,
--I ".. r-
'--'-------l'-------F~~~·~'~o~~~~:~oi:; ~'--------,--~-~------~'
," ••
~ .,----,, ,,
NORMA!.. COND!TION
I
"
SIDES~ ....,
,"
,,,
,
,,,
,
,,
,
II'
PAY LINES
(TYP. BOTH
. ,
'~~c'~"---T--'<-M"//
, ,. ',. ,
JC RnC,e. PAY LINES
PAY LINES
NORMA!.. COND!TION
n" n,"', • • '
,,/ /,,.
I
-1 ""~
". ~
~"MIN.
GRADE OF PIPE .
~?
_
';', .....::.'..~;~:::; ....; :;::r,',:,.•:'
SHAPE BEDDING TO
FIT CURVATURE ,tH)
/;::~.BACKFu..L
.........
.', , "
DOUBLE:'"
"
.;
ATIONS WLL BE ESTABLISHED BY FIELD SURVEYS.
.(""NATLRAL. GROUNO
-f
.'
.;!"--s'::N'''L~:.' f~o-.-
OF" 11-£ '-. GROUND OR PAVEMENT SURFACE ELEV-
EXCAVATION
~,I
PAY LINES
(TYP. BOTH SUS
SIDES)
,swelE, DOUBLE
AND TRIPLE
CELL R.C.B...
,1 ;.<1,
~l_ -
,Tt
I"'if:',
J'
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.~~
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: .... .:;..~t::.;.~.) ..r:.~)::.
~~
BACI<F"II..L
PAY LN:S
ITYP. BOTH SIDES)
I I·',
,, ....
,\, r:";.::'.'
EXCAVATiON
PAY lI£S
""I-- rn..
FILTER MATERIAL
)
TER WATERI,Irl
I
I ""
---,
PAY LINES
CTYP.BOTHSlOES~,:..
-
-
-
• ...
---
'i~
"
R.C. CH.......NEL
'"
;.:
EXCAVATION
PAY LINES
:j~l, . ,..... J1:'' ' ' M:".,.r::, ~.
,
;0},,:tC"2:'1;:.AJ~+
."
"/
l~:·;;~',~ ": .i.~ ~ .;::·~,;:.;(·:::,~'.?;:<'.·i;:·:~:~·;~:·:~~~···".::· ,;: I ~
T
--I ".. r-
--I"" r-
R.C.P. BEDDING " PAY LINES
R,c,e. BEDDING " PAY LINES
R,C. CHNiNEL PAY LINES
GROUNDWATER CONDITION
GROUNDWATER CONDITION
GROUNDWATER CONDITION
)KNOTE:
THE NORMAL CONDITION, BEDDING 8< PAY LINES ARE
TO BE USED UNLESS OTHERWISE INDICATED IN THE
SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.
BEDDING
AND PAY LINES
""1[. ....,,;
~.
2004
11.",.
ND.32.WI
STN\lDARD DRAWING NUtliIBER 1.4815
~FI""O""ACE
~oo.~
,,%....
'--:"'...,
h~-=--:,.-'
'"
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SEE LFT
III
11/
OEYM. BELOW
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III
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111
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56
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SECTION
I' IS-
r
-1
,
00+12"
'"
/
~
~
.-
I I
J"I •
----/
--------
1'-15"
A
(( ~;:;;..
C. ,
BARS
{,,#fWd
.. .... ', ..... ',.
FRONT VIEW
111011
Itf--=ttWn
[---
•
I I
I I
\ \
'y
,,-
I
'\
•I
'':-::::::::J
l' 10"
LIFT DETAIL
2'-0"
£
2'-2"
Z' 4"
DETAIl
..
2' S"
NOTES
Z' 7"
"
(j)
CONCRETE SHALL BE CLASS
'A'.
AU REltFORClrlG STEEL SHALL lIE CENTERED trl BULKHEAD
EXCEPT FOR PIPE DIAMETER GREATER THAN ten. VERTIC.... -A"
BMS SHALL BE PLACED AT 2" Q.EAR FROM THE f<lSD[ FACE
OF THE BULKHEAD. HORIZONT.... "An BARS SH....L BE PLACED
TOWARDS OUTSIDE FACE Of BULI(H[AO PER DETAIL.
@
LIFTS SH....L BE WOVEN STEEL CABLE WITH SAllIE IllI,.,.l.N
OIAWETER (d) AS "A" BMS. WEAVE CABLE THROUGH
HORIZONT.... ",." BARS. CO....T EXPOSE:O PORTICJrl OF CAllLE:
LIFTS WITH N4 *,PROVEO BITU....OUS PAINT PRIOR
E1ACKFn.LroIG TRE:NCH.
fl'U'~
~ . "< til
!'
1-:2l
~prv.\..c~lJfCff.~
0,.
-
IftEJllsot: CQUltTy flOOD COI'lTIIOL
'i.
3 No. P-~16 '" I:;
~E'P.
,.
__
~"
~TE~ 7J:~~.
""'15
2004
• .c.£• ..,.""...
CONCRETE
BULKHEAD
STANDARD DRAWING NUIiIBER MS16
LAP FENCING 24" EVERY 1150'+, REWOVE FENCl«> VERTICAL WIRES FOR A
DISTANCE or e' AND ATTACH HORIZONTAL WIRES BY TWISTING T..-s e" TAL
TO THE OTI£R FENCING. TENSION FENCING WITH 10,000 LBS. PULL DURING
TYI«>. MAlUAIN TENSION UNTL FENCING IS COWPLETELY TIED AT EVERY
RM.. TIE EVERY HORIZONTAL FENCING dE TO RAILS WHERE LAPS OCCUR.
TIE EVERY HORIZONTAL FENCING WIRE WITH DOLB..E No. 12
GALVANIZED WIRE ON ALTERNATE RAILS. SEE SECTION A-A.
JIfI"± PlACE CABLE THRU
TOP HOLES IN RAILS
L
TENSION CABLES TO 10,000+ LBS. AND CLMF AT EACH TENSION RAIL.
PLACE CABLE CLAIiIIPS AT EACH SIDE OF TENSION RAIL WEB TO LOAD
TENSION. (SEE, ALSO, SECTION A-A)
INSTALL DIAGONAL BRACES AT EVERY 40 SPANS, AT END OR BEGINNING
CABLE FASTENER
SEE DETAIL THIS DWG.
y,"
TIE CABLES TO EACH RAIL WITH
'DOUBLE No. g GALVANIZED WIRE
DIA. CIBLES'
IB::r~
•
USE TWO
y,"
CABLE CLAIlI'S AT CAIlLE SPLICES
TOP AND BOTTOM CABLES
TO CONCIDE WITH TOP
AND BOTTelll HORIZONTAL
WIRES OF FENCING
•
CHNrfrlEL FLOW LINE
??'&~ 2'-0"~ .
•
T
DIAGONAL BRACE
II" (TYPICAl,.!'
END RAIL
-------..... LINE RAILS
RAILS, 57 LBS. PER Y.AiRD MIN. (TYPICAL)
I
~
EXTEND FENCING J' BEYOND END RAIL,
REMOVE FENCING VERTICAL WIRES rOR
A DISTANCE OF 6", LOOP FENCING
AROUND END RAIL AND TWIST THE 6"
TAILS FIVE TIMES TIGHTLY TO THEIR
CClRRESPOICIING HORIZONTAL FENCING
WIRES.
12"
OPOFLEVEE
5'-0" WAX.
~
V,"
~
CABLE ClAlillPS
PLACE TOP CABLE TIftJ EXISTNG 1" DIA, HOlE
~
III~ENCING VM!ABLE HEIGHT
VARIIBLE
I
CHANNEL
FLOW LINE
T
------jl
GENERAL. NOTES:
1.
THE TERW "ENGtlEER", WHERE IT N>PEARS HEREON, SHALL BE TAKEN TO MEAN THE
AUTHORIZED REPRESENTATIVE OF THE DISTRICT.
2.
USED CABLE AND RM. WAY BE USED AS APPROVED BY THE ENGltEER. USED CABLE
SHALL BE "." WIN. DIA,
3.
DIAGONAL BRACES ARE ILBS.WINIIlI.AI WEIGHT PER YARD. WELD BRACES TO RAILS
WITH A MIN. Of II" OF
FILLET WELD, SYMETRICALL Y PLACED. CUT ENDS OF
BRACES TO FIT SNUGLY AGAINST RAILS PRIOR TO WELDING.
{"
*"
4.
RAILS SHALL BE 15 FOOT W"'UM LENGTH, AND 57 LBS. IlnMUW WEIGHT PER YARD.
5.
TI£ TERW "FENCING", WI£RE IT APPEARS HEREON, SHALL BE TMEN TO IiIIEAN NEW
COLORADO FUEL • IRON, TYPE J-J, V-MESH FENCE FABRIC, OF SPECIFIED I£IGHT, OR
AN APPROVED EQlJVALENT.
6.
ALL GALVANIZED dE SHALL BE ANNEALED AND OF SUFFICIENT STRENGTH TO PROVIDE
A SATISFACTORY CONPIECTION.
DETAIL OF CABLE FASTENING
26 GAGE ..... CORRUGATED OR 24 GAGE
FLAT St£ET METAL BACKING FOR FULL
LENGTH OF FENCING. PROVIDE 6" MIN.
VERTICAL LAP, e" WIN. HORIZONTAL
LAP. TE St£ET l,IETAL WITH SINGLE
No. 12 GALVANIZED WIRE ALONG TOP
AND BOTTOM CAIlLES, VERTICAL AND
HORIZONTAL LAPS AT le" O.C. ALL
TES SHALL LOOP HORIZONTAL FENCING
WRES. BETWEEN LAPS TE St£ET
IiIIETAL 111" O.C. BOTH WAYS.
10'-0" MIN.
DOUa..E No. 12 GALVANIZED WIRE TES AT 16" O.C. TfflU
FENCI'tG ON UPPER, LOWER AND WIDDLE CAIlLES
DETAIL OF FENCING FASTENING&: BRACING
2'-3"
-I
TENSION RAIL
I
" ' " ' RAILS (TYPICAL)
II' 0" WAX.J8BETWEEN
'
~
,.,
FENCE TO RM. WITH DOLB..E No. 12 GAL VANIZEO WIRE
TWISTS ALL WIRES TOGETI£R, J TWISTS WIN.
,FLOW
RAIL BALL
USE SPANISH TWIST
TO TIGHTEN
--l---.. PROVIDE
~
Y~" MAX. [lIA, HOLES FOR CABLES tEXT TO RAIL
BALL. TYPICAL ONLY AT INSIlE OF Cl"RVES, AT TENSION
AND Etil RAILS, AND WI£RE DIRECTED BY THE ENGINEER
f-------
L~_~
TOWARD INSIOE
OF CHANNEL
CABLE (PIGTAlLl100 LF SPACING
CABLE CLNoFS
1 --
TENSION CABLE
-
I
I
I
I
, FLOW
-1--------I
I
I
i--- LAP
I
IN DIRECTiON
OF FLOW
tim
FENCING'l~
SHEET IiIIETAL BACKING
TYPICAL. SECTIONS
~
SECTION A-A
SHEET METAL. LAP DETAIL
(TYPICAL AT ALL RAILS)
R.aJL ~ WIRE
REVETMENT
(WITH SHEET METAL BACKING)
""1[,
.>or; ~. 2004
11.",.
NO.32.WI
STANDARD DRAWING NUMBER tliIS17
'I r
WIRE W1ESH (TYPICAL)
"'BE' .'", "YP"""
B~BED
I
/LINE POST
'"I
~-IIe-----'---'.'--}-----i
~
!a
~
UI
:I: "...
i
ROUN LLIN
:'
?
~
'<;-'7
"'''0' PCATE---"II
~ ~!
\
•
"
15'-6"
c<
5
12"
12"
10"
,
1!!1"
1!!1"
12"
u ...
C
,
'Z
w·
!!.
C
----oc
'"
,
NJ-':R OF
DE STRNClS
0.
UI
o
-.L ~ ~
,::r,,~
ROUND METAL POST, 2.375" 0.0.
LINE POSTS
@
ROIJrID METAL BR.lCE, UWlO" 0.0.
NO SCALE
®
%" TENSION ROD WITH TENSION IDJUSTMENT.
BMBED WIRE OR WIRE MESH />S
'SPECIFIED ON PRO.lECT DRAWINGS.
,
•
:I:I ~
"
~~""y
t.1 .;::
H-I
"
".' ~~~
ZI
"'.
~'X
L12'
"'.
I
PULL PO"
,
~O' MAX. INTERVALS
.
-
,
1.r--
'0:
'-:
>G'
----l I--s"
TEE SHAPED STEEL POSTS, NIJ
5.
FENCIIIG MATERIAL FOR T!-IE END, CORNER, AND PlI.L POST ASSEMBLIES
SHALL CONFORM TO SECTION 206-6 OF THE LATEST EDITION OF" THE
STNlJMD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTiON,
6.
LINE POSTS SHALL BE DRIVEN INTO T!-IE GROIJrID. END, CORNER AND
PULL POST ASSEI8...IES SHALL BE SET IN CONCRETE AND CURED FOR
7 DAYS BEFORE ERECTING BMBED WIRE STRANDS.
7.
BMBEO WIRE SHALL BE ERECTED trl THE FOLLOWING ORDER' TOP
STRAND FRST. BonOM STRAND SECON); REM.....G STRANDS THIRD.
S.
WIRE USED TO F/>STEN BMBEO dE AND WIRE MESH TO POSTS SHALL
BE GALVANIZED NIJ II-GAGE OR HEAVIER. CLIPS AND HOG RINGS
SHALL BE Il-GAGE OR HEAVIER.
END OF CORNER POST ASSEIlELY SHALL BE INSTALLED WHERE A
CHNtGE IN FENCE DIRECTION IS GREATER THAN 1!!1" .
SPECIFIED OR
SHOWN ON
PRO.lECT
DRAWINGS.
FENCE
POST
1
LINE POSTS ON ClRVES SHALL BE VERTICAL AFTER B~BED WIRE
STRANDS ~E ERECTED. DRAWN TAUT. SPACING OF LINE POST SHALL
BE ....UJSTED IN T!-IE FIELD TO SUIT SOIL COtOTIiONS AND CLAVATLR
OF THE FENCE. SPACING SHALL BE UNIFORM ON ~VES. MINIIlI..N
SPACIrrIG SHALL BE II FEET A/rI) MAXllIJhI SPACIrrIG SHALL BE 12 FEET.
".
SPLICES FOR
>2.
CONCRETE SHALL BE 4 SACK, 2000 PSI AT 211 DAYS.
13.
ALL MATERIALS SHALL BE APPROVED BY THE ENGKER PRIOR TO
ERECTION.
14.
ERECTiON hlETHODS AND ALL SPLICES ME SUBJECT TO APPROVAL BY
T!-IE ENGtrlEER.
B~BED
WIRE SHALL BE DOUBLE WESTERN UNION.
~
"J
FENCE LOCATION
NO SCALE
A
'0'
LINE POSTS SHALL BE 1%"x1%"xY.
'''m,
;11 .
'W
.
""
1l."OR~
,"
"
v-;
CONCRETI
_
.
,"
-.
4.
>G.
CONCRETE
.40
WIRE MESH SHALL BE FABRIC CONFORMING TO ASTM A121, CLASS 1.
IT SHALL HAVE VERTICAL STAYS SPACED AP~T AS NOTED ON THE
DRAWINGS. THE TOP AND BonOlll WIRES SHALL BE IO-GAGE A/rI) THE
INTERMEDIATE dES AND VERTiCAL STAYS SHALL BE 12Vr-GAGE.
...
I--s" IlIA. TYP.
~OO' MAX. INTERVALS
WIRE SHALL CONFORM TO />STM A121, CL/>SS 1.
3.
,.
". --rtt:::r=L
END OR CORNER POST ASSEMBLY
------\t
"
SUPERCEDES DRAWING OF SAME No. DATED
C)/
DIA. TYP.
M~.
31, 1982
2'-6" TYP
y
~
•
,"
WIRE
FENCE DETAILS
PULL POST ASSEMBLY
NO SCALE
WIRE OR
BMBED WIRE SHALL BE 4-POINT ROUIrI> BAABS, SPACED APPROXIMATELY
5-INCHES MlMT, AND WOUND ON TWO STRANDS OF" WIRE. ~E SIZE
SHALL BE No. 12Yr-GAGE WRE STRANDS AND No. 14-GAGE BMBS.
LINE POST
,
B~BED
SHALL BE PROVIDED WITH A TAPERED ANCHOR PLATE SECURELY
ATTACHED THERETO AT APPROXIMATELY 22 TO 26 INCHES FRot.I THE
BOTTot.I OF THE POST, UNLESS OTHERWISE SPECIFIED. THE ANCHOR
PLATE SHALL HAVE A t.alIMUM MEA OF 20 SQU~E INCHES AND SHALL
BE CUT FRot.I NOT LESS THAN S-GAGE METAL. THE LINE POST AND
ANCHOR PLATE SHALL BE PAINTED GREEN.
ROUND METAL POST, 2.87!!1" 0.0.
,
2.
B~BED
CD
.1
12' MAXIMUM
SEE PRO.lECT DRAWINGS FOR NUMBER OF STRANJS OF
WIDTH OF WIRE MESH.
7'-0"
7'-0"
®
I_
,.
BARBED WIRE rENCE DIMENSIONS
o
"
NOTES:
WIRE STRAND IS) IF
""1[,
....,,; ~. 2004
11.",.
ND.32.WI
STMIDARD DRAWING NUMBER M81a
REINFORCED CONCRETE
REINFORCED CONCRETE
RECTANGULAR CHANNEL
BOX
WALL
MAX. LENGTH
WALL
MAX. LENGTH
RADIUS
WALL CHORD
RADIUS
WALL CHORD
FEET
FEET
FEET
FEET
LESS
THAN 50
SMOOTH
CURVE
LESS
THAN 45
SMOOTH
CURVE
45
50 TO 90
to
90
e
400
4
9\
TO 200
16
401 TO 600
8
201
TO 600
24
601
TO 1000
16
GREATER
THAN GOO
50
1001
TO 3000
24
91 TO
GREATER
THAN 3000
so
NOTE;
I. THE CONTRACTOR MAY FORM CURVED STRUCTURES IN ACCORDANCE WITH THE ABOVE CRITERIA
UNLESS OTHERWISE SPECIFIED ON THE PROJECT DRAWINGS. MAXIMUM LENGTH OF WALL CHORD
SHALL BE BASED ON THE INSIDE WALL RADIUS. CHORD LENGTH SHALL BE UNIFORM THROUGHOUT
EACH CURVE.
2. PROPOSED FORMING ON CURVES SHALL BE APPROVED BY THE DISTRICT PRIOR TO
CONSTRUCTION.
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
_
APP~
O/-
~.
MAXIMUM
CHORD LENGTHS FOR
CURVED SECTIONS
CHIEF ENGINEER
DATE:
April 5 2004
R.C.E. NO. 32336
5T ANDARD DRAWING NUMBER M819
»;
I
"
I
~
Hi' GATE OPENING
,,
\
\
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,
,,
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" "~ ~
I
/
I
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.
G
,
I
VARIES
12" TYP. j - -
R/W
I
I
I
VARIES
8" WIN.
\
I
I
,-,
/
\
•
NTS
,
/
o
21. TYP.
•
,I•
\
,
"
"
PIPE SWING GATE
FRONT VIEW
::~
"
""
"
I' I
2V-"
,WELD
I
I
I
I
II
I
I
,
~j
I
I
I
"
I
I
I
I
I
I
G.....VANIZED IRON Pl'E JVz" 0.0. W.....L Tt«:Kt£SS 0.318",
I
G....VANIZED IRON PFE 2.87!:l" 0.0. W....L THICI<NESS 0.276".
I
GATE REST. or£-H....F OF G.... VANIZED IRON PFE
VERTIC.... POST. FIELD WELD.
@
@)
@
CLASS "8" CONCRETE.
3'/z
M
I
CONC..
\
I,
I
I
\
WALL THCKNESS 0.3111",
I
I
,,
I'
POST IHCHORED IN CONCRETE SHALL HAVE CAPS.
3'/2"
,
\
I
I
'~'
I
I
6
0.0. GRN> TO FIT
\1 0--"..~
l>
I '
\f(U' ~""
E9
~"GALVAHZED CHAIt. FIELD WELD ONE LINK TO VERTICAL POST.
PROVIDE OPENING IN LN<S FOR PADLOCK AS SHOWN. CHAIN SH.....L BE OF
SLf"FICIENT LENGTH TO ENCIRCLE HORIZONTAL PIPE.
8. III"TERIALS MID CONSTRUCTION WETHODS SHALL CONFORM TO THE
APPLICABLE PORTION OF SECTION 205-6,210-3 AND 304-3 OF "51......0ARD
\
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION.
OPENING
IN IN<
I
I
I
@
7.
"
"
"
I
NOTES
2" FREE STANDING PIVOT SLEEVE
I
I
W
<D
®
\
,
,
~I~
.,
\
"
"
I"
,
I,-. 'I
WHINGE SIDE
B
\
,
/;:Y/
1,1 " /,
•
SEE OETAI. 0
~
...
\
, 2
1.
D\
I
,'
\
5
I
r:/'
•
\
I
~ZfA~//~//(/<~//V/~/
/~,Y/V/Y/V/Y/V/
o
,\
I
b •
•
E9
I
S -
·~~I'<.
.I
I
...
o
-,
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0.
I
SECTION
Y
I "
,
'-'
'"
I
~,
.o
I
I.
:t
PLATE
I
\
t!J/
v.." STL
\
I
I
I
/
I
~
JYzOD.
/1"
17'" WilL (TRIM AS NEEDED BY FIELD CREWl
I
,
/
REVISED GATE ,
HINGE
DETAIL
DETAIL
NTS
t!J
NTS
SECTION
NTS
fB\
PIPE
'C.J
SWING GATE
""1[. ....,,;
~.
2004
11.",.
ND.32.WI
STANDARD DRAWING NUt.lBER t.lB20
SHELL
I"I,
RIB
e- CSP riser to surface for
concrete hose access on 200'
cent~rs.
Risers to be cut and
capped minimum 2' below finish
grade.
~~::tI5:::::;::=--LIFTING
! It
LUGS.
(TO REMAIN
AFTER INSTALLATION)
"--~OATING - SEE NOTE NO.3
~" HOLE
FOR PLUG
\
H~L~ ~_WELD
~
\1'1
I
•
N
,
3
'
/+"!
DETAIL
roAr.
N.T.S.
SEE DETAIL
HEREON
"A"
#3 AT 24" REINFORCEMENT
INSTALLED BY MANUFACTURER
PIPE AND 'NVERT PAVING DETA1L
NOTES
NO SCALE
1.
CONCRETE shall be 3000 psi at 28 days.
2.
A MECHANICAL FINISHING process shall be used to produce
profile and finish in one pass.
3.
PROTECTIVE COATINGS
(A) EXTERIOR COATINGS. 25 mils of cold-applied mastic
material that complies to AASHTO designation M-243.
4.
(B) Installation of lifting lugs and steel reinforcement
shall be accomplished prior to application of coating
material.
CONCRETE INVERT shall be installed after completion of
backfill operation in conformance with subsection
207-11.5.3. of the standard specifications.
SPIRAL RIB PIPE
INVERT PAVING
5T ANDARD DRAWING NUMBER M823
PREfABRICATED SADDLE
,.-
DI". BOLTS AT 6':
D.C. ALL ROUND
7/ISr.
riLL
ANNUL~R
MAST I C SEALANT
_~
... L~="~-_L
__
..---1.-W~Ql':--~
\ ~'
rt.
\
~
CUT CIRCULAR OPENING IN SRP
AND REAPPLY ZINC GALVANIZATION
TO EXPOSED EDGES. SRP STUB ANGLE
SPACE
rop.
WITH
SRP TO
JOiN RCf'•
LATERAL
RCP LATERAL
Ir CONNECTING TO RCP SRP
IA. GREATER THAN
RCP. rOR SRP JOItJ,CONI~[CT
WITH STANDARD COUPLER BAND.
TO BE
fjf:[)
BUTYL RUBBER eET~[EN SR?
AND PREfABRICATED SADDLE
fER PLAN.
SPIRAL RIB PIPE
SADDLE BRANCH
JUNCTION
5T ANDARD DRAWING NUMBER M824
,-
t-
0
0
0
0
20"
w.x.
-.
£'~
,."
0
0
0
0
0
0
0
0
0
0
0
0-
oo
00
o.~
01
BAND HOLE LAYOUT Tf ~
...'.t..
Tor BA.ND ti,6,Lf
LAPS eOll0!J,
PLAIN END
It[ orlAll
!-l~Lf
t\!:Rcor~
, r--- .S.,6,ND
.....-_B
I I
B
ELEVATION
..-:=:-.....__ SRP
PIPE:
SHELL
10P HAlf
BAN~
WVPR~U~lt
BY
CVLINDtRS rDWtRtD
W~NU,t,L ru~
10 [leeRl
PRCSSURC AGAINST COUPLER
10 PIP! .ALL DURING INSTALLATION
FILL RIBS WITH BUTYL
HOLES rOR SCREWS IN
lOP HALf DO NOT
REGIS1ER W/HOLES
IN BOll0M HALf
RUBBER AT COUPLER
BOTTOM
HALr BAND
BAND LAP DETAIL
N.T.S.
BANDING DETAIL: 48" DIA. AND LARGER PIPES
SPIRAL RIB PIPE
BANDING DE TAIL
5T ANDARD DRAWING NUMBER M825
CABLE FASTENER
SEE DETAIL BELOW
7
'4
,
,
,.
•
I.
S'
8' SPACING WHERE
"
'"I.'
~
•
'3"
••
.,
4SP~S
I
I
12' MAX. BETWEEN POSTS (TYPICAL)
BRACES ARE PLACED
DETAIL OF FENCING FASTENING. BRACING
R/W
N.T.S.
---l."~ '"
7
27"
2
12"
T
2'-6"
tf\POST
I
12"
f='~'-~
I
GENERAL NOTES
,
ill
®
@
@
@)
CABLE FASTENER DETAIL
N.T.S.
CABLE CLAMPS
®
112" DIAMETER CABLE.
:y~" DIAMETER HOLES FOR CABLE THRU CENTER OF POSTS.
PROVIDE ADEQUATE TENSION IN THE CABLE TO MINIt.lIZE
SAG BETWEEN SPANS.
LINE POSTS 2~" 0.0.
GATE, END AND CORNER POSTS 2~" 0.0.
DIAGONAL BRACE AT EVERY ANGLE POINT AND IN END
SPANS 2-%" 0.0. WELDED IN PLACE.
2000 PSI (4 SACK CONe.l AT [VERY 4TH POST, EVERY
ANGLE POINT, BRACE POINT AND AT ENDS.
ill
B.
CAPS ON ALL POSTS.
THERE SHOULD BE ENOUGH TENSION IN THE CABLE TO
MINIMIZE SAG BETWEEN SPNIlS.
9.
THE TERt.4 "ENGINEER", WHERE IT APPEARS HEREON, SHALL
BE TAKEN TO MEAN THE N,lTHORIZED REPRESENTATIVE OF
THE DISTRICT.
10. RAIL MAY BE USED IN PLACE OF POSTS AS APPROVED BY
THE ENGINEER.
11.
TYPICAL SECTION
USED CABLE, RAIL OR POSTS MAY BE USED AS APPROVED
BY THE ENGINEER. USED CABLE SHALL BEW' ".IN. DIA.
N.T.S.
SECTION A-A
(PIGTAIL>
(TYPICAL EVERY FOURTH POST)
N.T.S.
CABLE FENCE
""1[,
....,,; ~. 2004
11.",.
ND.32.WI
DET~L
ST ANDMD DRAWING NUMBER "'826
13.0'
22.0'
13.0'
o
....o
TURNING
MOVEMENTS
,
,,,-,
"'i,""
,
,,
_ _ MAJNTENANCE ROAO
-7;---
"'i,""
,
,
1
_
I.
48.0'
.1
VEHICULAR
TURN AROUND AREA
ST ANDAAD DRAWING NUMBER 111827