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i
04 It' CUM FACE 4 H
- T
ACH WW r
T - 4" R 1. R ST LOC , UT ERE>�IION
I FACE I FLOW LINT i SURFAC�-
I PLAT[ \
-SCORING ,s
( I I LINE ,M ,' R
1 2 EXTRA •4 ( 1 4 1' R ' -3-2 SLOPE
1 ON 2 SIDES OF { CUM LIN[ 4 1
MANHOLE FRAME I OOMIEL (TYP) • r CLEAR
I AND COVER `
I I I STEPS
I MMANHHOLESFItFAII I ' F
ANO COVER
,I
-'`r It" MAX.
A c ii STEPSL--r---------1-
_ 1 OPTIONAL SWiAABt
CONNECTOR PI►t
OR MONOLITHIC
CATCH BASIN
L
k4_ \ OPTIONAL ROUGHENED CONNECTION
c,f CONST. JOINT (TY!!)
DOWEL (TYP)__/ i p - SECTION A -A
PLAN
S"
r -84--�
. STRUCTURAL DATA
WALL AND SLAB DIMENSIONS DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
GALVANIZED
STEEL ANGLE
ANCHOR
STANDARD PLAN
JOWT C°A�DBY��"A�"�
JOSR COOPERATIVE COMMITTEE
CURB OPENING CATCH BASIN
11
-
300 1
1 N4
AND REINFORCEMENT REQUIREMENTS
18' 3'
REV. low
I 110161T 1 OF S
REINFORCEMENT
7'
MAX MAX
t tF REQUIRED IN
2
W
V
F1ROONLT NE LL BOTTOSLABM
WALL
2
13
7'
3'-0' 3'
21/2'x2'x3/8'
3
#3
7'
3'-6' 3'
I6
B B
6'
r-
Fr o E
E
5'
• a 4
u
14
4
a Ow O
5'-0'144
31/2'x3'xl/2'
3 1,3
R
I4
I
e 10 " C
o
4'
6'-0' 4'
R
M
@3
a
Ni
12,
10"-
OR w) ZA
V) IV OR A) 4 SEE PROJECT PLAN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
GALVANIZED
STEEL ANGLE
ANCHOR
STANDARD PLAN
JOWT C°A�DBY��"A�"�
JOSR COOPERATIVE COMMITTEE
CURB OPENING CATCH BASIN
11
-
300 1
1 N4
-a
18' 3'
REV. low
I 110161T 1 OF S
usa WITH sTANDARO SPECIFICATIOMS FOIL PUBLIC WORKS Gm i iWc'
2' -0•1 INLET INLET HINGE COVER AT
� T
TYPE 2 TYPE I RECTANGULAR TOP OF FRAME
FRAME ANO PIPE PER
COVER PER
STD. PLAN IMPROVEMENT SEE NOTE B I52 OR GRADINGPLµ
240
SECTION A ` R/W I
INLET TYPE 2
I I
I R
10" I S NOTE e
I =
BAR
sie•v I I30
I { 6. MIN.
OI/4 B i B SECTION
DETAIL OF ANCHOR i INLET TYPE I
I
CURB FACE 11 ANCHOR 11 11
-4 3 CURB FACE
--- FL 111-----------�- II FL --
POINT M POINT N
10'
TC GRADE LINE AS
SHOWN ON PROFILE
TOP OF CURB
�+- FL _
POINT M POINT N
S S
GALVANIZED
STEEL ANGLE
ANCHOR
J BAR
SIZE SPACING
12' 3'
21/2'x2%3/8'
2
13
7'
18' 3'
21/2'x2'x3/8'
2 183
SHEET 1 OF 4
7'
24' 3'
1 21/2'x2'x3/8'
2
3
r
2'-6' 3'
2 1/2'x2%3/8'
2
13
7'
3'-0' 3'
21/2'x2'x3/8'
3
#3
7'
3'-6' 3'
21/2"WO/8'
3 1@3
6'
4'-0* 3'
2 1/2'x2'x3/8'
3 103
5'
4'-6' 4'
3 1/2'x3'xl/2'
3 1
•3
6 1/2'
5'-0'144
31/2'x3'xl/2'
3 1,3
5'
5'-6' 4'
31/2%3'x1/2'
3 103
4'
6'-0' 4'
1 3 1/2-060/20 '
@3
3 I/
POINT P POINT 0
A
PLAN
S 10'
S/2
TOP OF CU"
POINT P POINT 0
PROFILE
GALVANIZED STEEL SIDEWALK
"CLE FINISH
OATTER 3:12 01 NOTE ,
d' 6'
GUTTER TO
MATCH SECTION A - A
EXISTING
601 S i 6'
L _
03 • 12' MAX.
J BAITS •_,..Y.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
IAIC
i Coo�ERAATTIVI` m
PARKWAY DRAIN
STANDARD PLAN
151-0
im
LOCAL DEPRESSIONS AT CATCH BASINS
_
313 0
USE VM STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF !
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED
EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A
WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING- TO
EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE
GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
8 = 3 FEET 2 INCHES
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES.
VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE" OF THE CONNECTOF] f'li't ANO
THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
INSURE MINIMUM 3 -INCH PIPE; EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
MONOLITHIC ,CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE
CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN
CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
d. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
e. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300-1
CURB OPENING CATCH BASIN
STANDARD PLAN
SHEET 2 OF 2
L_
NOTES
1. FLOOR OF BOX TO BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE I
BEGINS AT THE TOE RATHER THAN THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE
IS NOT REQUIRED WHEN BACK OF WALK IS 2' OR MORE FROM
THE R/W LINE: HOWEVER. PIPE SHALL EXTEND TO R/W LINE IN
ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 81 2) TO BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8"x6 3/8" WITH 1" HEADS ATTACHED BY
A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE
ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. B+1 5" AT POINT N AND P.
7. THE 3" LEG OF THE BAR 5/8*0 ANCHORS SHALL BE PARALLEL TO
T -H E T OSP Of SIDEWALK.
8. SLOPE = 1/4" PER FOOT.
kMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PARKWAY DRAIN 151-0
_ SHEET 2 OF 2
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET Hz HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 NIGHER THAN THE ELEVATION AT THE NEAREST TOE OF c+ ""
5. DIMENSIONS: I t •
H = NOTED ON THE PROJECT PLANS.
H, = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G = 2 FEET. rAt 011111�
A� s
K 5 FEET. 2a a. GIWA
L = 6 FEET.c
M = 4 FEET.
N 5 FEET.
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHAD. BE 8 INCHES.
= M K INA L M
CURB OPENING I- - -- - -• -- - --)
CATCH BASIN (S)rep
I I
NNa I I 8
CURS POINT A POINT s POINT C r, POINT 0 C1as
1R P M GUTTM
�9G Rlp T R <<Eko
POINT E
POINT F B POINT S
�- DIIECTION OF FLOW PLAN DIRECTION OF FLOW
N K - L N ZV
L r�_ _------ _��
T POINT 0
1 POINT A POINT B POINT C FLOW LINE
FLOW LINE PROFILE
ASE
WN L WA L N
u
cults OPENING r- - -• -- - - -,
W CATCH SAM (!1
NH� I I C
R POMIT A POINT s POINT C SP POINT 0 CURs�
cu B s
T
OUT TER
T
POINT E
s
POINT F PLAN C POINT a
i DIRECTION Of FLOW -+ �- DIRECTION OF FLOW
�+~ It
N ---- L WA L N i
L
POINT D
POINT A POINT B POINT C FLOW LINE
FLOW LINE PROFILE
CSS
M i s" M 18 S' M. G, 011 VAR. 1'
VAR.
L VAR.
FCURS = ! }:. RDeE .�.� VALLEY
FACEtH - 4 Llf VALLEY -)•
►: ► �' . C
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
335-0
SHEET 3 OF 3
PIPE CONNECTIONS TO EXISTING STORM DRAINS
STANDARD PLAN
PROMM"TtO BY THE APWAi
JOINT CCOOPERATra COMMITTEE
LOCAL DEPRESSIONS AT CATCH BASINS
_
313 0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SOUTHRIDGE VILLAGE
TRACT 157195
STANDARD PLANS
SHEET 1 OF 4
Face of Existing.
Culvert Wall or
Channel
Provide 3," clearance
or as regWired for
reinforcement bar
radii (Typical)
Cut pipe flush ----
with face of
10
wall for C.M.P.
or A.C.P. pipe
Embed R.C.P. pipe'
as shown
2 loteo t
IL Pipe
Concrete collar
> 4 bar hoops (Min.
4 hoops)
4 4 bars 0 18" o.c.
Oxy (Min.4 bars)
Bend horizontal & vertical wall
reinforcement into concrete collar
and as- shown
N T
L In general, all construction materials
and construction methods shall conform
to the Standard Specifications of the
State of California.
2. "D" means inside diameter .of side
drain pipe,
r SIDE DRAIN SAN BERNARDINO COUNTY
INSTALLATION DETAIL FLOOD CONTROL DISTRICT
'RRVISIONS CYAN. sY CAT[
For Use With 24" I.D. Pipe or Smaller i,E.& 8-27-75
Use Special Design For Larger Pipes
R+ItdL No.
S. P. 187 A
a -w Mats�a-ter e«wePwxwt Nw•»
NOTES
CASE I AND CASE 3
I. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE.
2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 24'.
3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE
OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS I'.
THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE
OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN
WALL.
4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY
BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16.
THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM
DIMENSIONS OF 2`x2`x3/16` AND 5 1/2' BOLTS.
5. WHE JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE
INSI E DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT
NOT ORE THAN 3' GREATER THAN THAT OF THE RCP.
,
6. CONNiCTOR PIPES SHALL BE NOT MORE THAN 5' ABOVE THE INVERT.
7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.
S. WHEN CONNECTING TO A RCB, STANDARD PLAN 333 SHALL BE USED IF
THE TOP OF THE CONNECTOR PIPE IS LESS THAN 12" BELOW THE SOFFIT
OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS THAN 13' ABOVE
THE FLOOR OF THE RCB AT THE INSIDE FACE.
CASE 2
9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 21'
OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR
PRECAST Y BRANCHES.
10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN
PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING
PIPE.
II. THE OPENING -INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE. 1
12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND
CASE 3.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
335-0
SHEET 3 OF 3
PIPE CONNECTIONS TO EXISTING STORM DRAINS
4. MAIN LINE
EXISTING RCP STORM DRAIN -
I
R C P ---'
CSP OR RCP /
UNDISTURBED EARTH
SUPPORT PIPE
ACROSS TRENCH
WITH 420-C-2000
CONCRETE BACKFILL.
SEE NOTE 3
PLAN
I
EXISTING RC BOX STORM DRAIN
LA 4 450 ra•
R�
vo
��N• i
CLASS C MORTAR
� I
CSP OR RCP
RCP
�-- CORRUGATED STEEL
BAND CONNECTOR
(CS BAND CONNECTOR
NOT NEEDED FOR RCP)
AL 1 ,
BURN OR CUT PIPE TO
SURFACE OF CONCRETE
AND ROUND EDGES OF RCP
SECTION E - E
OPTIONAL
RECTANGULAR COLLAR
DIA. OF C S P MIN. GAGE
15' - 21' 16
MINIMUM BEARING 24' 14
OD SURFACE = OD/2
SECTION F -' F
CASE 3
RCP OR CSP
D it 24 • MAX.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
335-0
SHEET 2 OF 3
PIPE CONNECTIONS T O EXISTING STORM DRAINS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
No. REVISIONS" o al s A Cr'ovol Date PREPARED
BY: Thielmann
Engineers
1078 TOWN AND COUNTRY ROAD NO 25742
°RANOX, CA 14) d47-os9� FAX (714 e47-�,� * 68 E>� M -W-97 *
0 _ f �l 1�
JENS THIELMANN DATE
C.E. No. 25742 EXP. DATE 12/31/97
CITY OF FONTANA
LOCAL DEPRESSIONS AT CATCH BASINS"j�`
Drawn By.
GTT
SOUTHRIDGE VILLAGE
TRACT 157195
STANDARD PLANS
Scale:
AS S'°'""
STANDARD PLAN
. 313-0
9"92T 4 OF 4
D��n.d JTT
Date:
,tA97
Checked By.
GTT
��
�. �✓��,Ci�. /i�/q 7
Dwg. No.
1252.5
rJ
AIS - w I �T
CITY ENGINEER. RCE 25126 DATE
Y0