HomeMy WebLinkAbout3837-10L
L
I
L = LENGTH OF FLARE
W MAXIMUM OFFSET DISTANCE X 2 IF STATION OF RADIUS POINT IS NOT
X. DISTANCE ALONG BASE LINE y = WT) GIVEN ON PLAN, TA*NG'ENT 'DISTANCE
Y' QFFSET FROM BASE LINE TAN 9 = 2W T MAY eE IGNORED
T = TANGENT LENGTH L
R = RADIUS- OF NOSE E)
= M AXI T = R TAN
MUM FLARE DEFLECTION ANGLE
OFFSET Y, mm
DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED., ALL VALUES USEP FOR CON.STRUCTION SHALL BE METRIC
VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH VALUES.
AMERICAN PUALIC WORKS ASSOCIAtION - 8OUTWIRN CALIFORNIA CHAPTEk
PROMULGATED BY THE
X, m-- -
L, m
W, mm
3.0
1(10
METRIC
Gkr=r=mRoo�(cQmmrrTEt
z
X Ll
�-.,c
1.0,
i
12-.0
'13*5
15.0 8 07
-1.0
.2.,5
___F
30.0
GRATING (S) AND
SKIMMER
DEBRIS--\
14;5,�
(15.
16.0.)
(20
17.5
(25')
100')
i
1(40') 1(45)
1
001) 1 (6 �
12
(10'.)
12
(75)
124.0 127.0
(80')
WIL = 1:5
7.* 5
1.500
240
'540
0_60
1500
CURB
(5)
(5)
(0.80')
(1.80')
(3,21Y)
(5.06�)_
1.5.0
:3000
0 Ol
120
(0.40')
270
(.0.90')
480
�11.60')
750.
(2.50')
1080
(�.66)
1920
(6.4-o').
2430
(8.1.0,)
3000-
(10.00
W/L = T,10
J10
1500
60
135
240
.3 7-5
540
9.60
'121.5
1500
(50�)
(.5')*
(0:201
(0.4-51
(d;�D*)
(1,25�)
M.*0
3000
30
'68
120
18B
Z70
480
608
750
1090
1470
1688
1920
2-430
MOO
(100')
(101
(6,101.
L�.-23')
1.'60'
(2.03!)
(2�50`
(5;.63')
(6.40')
(�Jfl
10.0
W/L = 115
13.5
900
44
1*00
178
278.
400
711
.9.00
(45)
_M ,
(0. 16�)
(0.3-3')
(.9.59')
(0.0)
(1133')
(2,37*)
(100')
2.2.5
1500
27
60
1.07
167-
-240
427
W
6`67
960
1307
1500
(75t)
(5)
(0.09)
(0;20')
(0.36')
(0.56')
(0-8iY
(1.-42!)-
(1.80
(Z22)
(3.20')
(1.36')
(5.00.)
27,0
-1800
22
.50 :89
13 9 1-200
356 145.0
.555
8110.
1089*
1250
1422
1800
(90
(6�)
(0.07')
(0.17')
(0�30')
(0.0')
(0;67)'
�11.-19')
ft.�T)
(1.85!)
(2-0')
(3-53')-
(4.1*7')
(041
(6.00')
DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED., ALL VALUES USEP FOR CON.STRUCTION SHALL BE METRIC
VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH VALUES.
AMERICAN PUALIC WORKS ASSOCIAtION - 8OUTWIRN CALIFORNIA CHAPTEk
PROMULGATED BY THE
LOCAL DEPRESSIONS
STAN DAPD PLAN
PROMULGATED BY THE
PUBUC WOF*S STANDA06S.1 NO.
MEDIAN FLARE
METRIC
Gkr=r=mRoo�(cQmmrrTEt
z
X Ll
�-.,c
141-1
-19m
SHEET10F4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(�Ev. isgs
S)iEr=T I OF 1
USE WITH t�TANDARD.S'P!EidlF*Ii�AIIONS-F-bR.PUi3LIC WORKIS CONSTRUC'nON
Ln N K W D �N
w
-Z -A -
CURB OPENING
,K F_
CATCH BASIN (S)
Emow F
4=0 <
C:3 =a
W z o
CURB
450 mrn
CURB��' POINT A \-POINT B POINT C ""�POINT D GUTTER
T_ 7 IGW G DE
RIDGE
c1l'i
POINT E�� I w
La �-A
Q �'�POINT F \-POINT G
<
< PLAN _-EE
1� -DIRECTION OF FLOW -DIRECTION OF FLOW =
m 0
=0 C=c) -N K W D L N
C-)
"k -POINT B POINT C \�--FLOW LINE
\-POINT A -FLOW LINE PROFILE
CAS E A
w L N-
L D
Z-:
=w tg CURB OPENING
CATCH BASIN (S)
E UJ F
z 0 - rol- C
4 r
4
IV. -, %S�, CURB
"POINT B POINT D &
CURB�� POINT A -
POINT C GUTTER)
POINI E Lam -c-
" -\-POINT F \�--POINT G
_j
L&_ DIRECTION OF FLOW PLAN
< -DIRECTION OF FLOW
M M
cc cr- L __W
o �N D
Z
POINT D
PnINT A POINT C
--FLOW LINE
FLOW LINE PROFILE
CAS E B
25 mm 0'�
25 mm (1') 150 mm (6-) 25 mm 01 150 mm (6") 1 1
-M - fA M,G.OR VAR.
450 mm --VAR. --VAR.-
41.51 50 mm -VAR.
(21
7_
CURB VALLE''i" 7 VALLEY
FACE + H - .<.* A. 1 1117
E p E
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOKCOMMMEE
AT CATCH BASINS
METRIC
313-1
19134
z
X Ll
�-.,c
_N K
REV. 1M
SHEET10F4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BASIS OF BEAR-INCS:
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36,
TlN, R6W, S.B.M. AS SHOWN ON TRACT 16568,
MB 300/59-62, BEING N 89*59'12"E
n,
Lo
C)
C=
AAA&AA&A&%%A&A&%VA~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
00,RD PRAMV65I
DATE I ENGR. I CITY I DATE
1 .7- -dI
16,
Ln
La I. -
E w
Emow
c� Lo < �:
0 o b
43 z 5
CURB___,� POI
POINT E
_L I
CURBSIOE GRATING
CATCH BASIN (S)
w N-
D
CURB OPENING CATCH BASIN (S)
D 'WITH GRATING (S)l
7 1
i ril-C (SEE SHEET I
- - I
CURB
GUTTER
INT G
_N
Cul�_El
POINT 0 &
G UTTER
VALLEy
\-POINT E POINT F L* -D PLAN L* -E -POINT G
-DIRECTION OF FLOW Lu
La U
CAS E D --I:!
<
'2i co
m
cr K (CASE W
0 =) -W -1 L
Z C-) L (CASE C) D N
%,_�NT �C \-POINIT D
POINT A POINT B ' \ (CASE C)
\-FLOW LINE POINT C
(CASE D)
FLOW LINE PROF1LE
CASES C AND D
25mm (1')
150nim (61
MANHOLE t
OR FRAM E 0 R VAR. ---i
AND GRATING tF 40 mm VAR.
GRADE "'2
STRAIGVIT
P VALLEY -
CURB -4 E
H
FACE + H E -z'
MANHOLE� OR�
FRAME AND GRATING SECTION E -E
SECTION D - D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLAN
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 3 OF 4
5 mnz(1/4')R
CASE C
NCM -MAG
z
X Ll
�-.,c
_N K
D
EW
E - cr
w ow
E cc
CURB OPENING CATCH BASIN WITH
E
D /-CURB OPENING CATCH BASIN WITH
o uj
o X: 0 b
GRATING (S) AND
SKIMMER
DEBRIS--\
MANHOLE IN STREET
3"z 0
F
L
POINT7�//
POINT A-/JPOINT
B
POINT C--/
CURB
STRAIGHT
F
GR4Dr'
- - I
CURB
GUTTER
INT G
_N
Cul�_El
POINT 0 &
G UTTER
VALLEy
\-POINT E POINT F L* -D PLAN L* -E -POINT G
-DIRECTION OF FLOW Lu
La U
CAS E D --I:!
<
'2i co
m
cr K (CASE W
0 =) -W -1 L
Z C-) L (CASE C) D N
%,_�NT �C \-POINIT D
POINT A POINT B ' \ (CASE C)
\-FLOW LINE POINT C
(CASE D)
FLOW LINE PROF1LE
CASES C AND D
25mm (1')
150nim (61
MANHOLE t
OR FRAM E 0 R VAR. ---i
AND GRATING tF 40 mm VAR.
GRADE "'2
STRAIGVIT
P VALLEY -
CURB -4 E
H
FACE + H E -z'
MANHOLE� OR�
FRAME AND GRATING SECTION E -E
SECTION D - D
SHOULD CONSTRUCTION OF REQUIRED
WROVEMENTS NOT COMMENCE WITHIN
IWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILICM MANN% THE CITY ENGINEER MAY
REO%<UlRE REVISIONS TO THE PLANS TO
BRING THFJW INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EffECT`
F
FACE
P L ATE
SCORING
LINE
2 EXTRA 15M(*4)
ON 2 SIDES OF
MANHOLE FRAME
AND COVER
CATCH BASIN E
MANHOLE FRAME E
ANDCOVER� 01cu
LLJ
y
v
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
SHEET 2 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
SHOULD CONSTRUCTION OF REQUIRED
WROVEMENTS NOT COMMENCE WITHIN
IWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILICM MANN% THE CITY ENGINEER MAY
REO%<UlRE REVISIONS TO THE PLANS TO
BRING THFJW INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EffECT`
F
FACE
P L ATE
SCORING
LINE
2 EXTRA 15M(*4)
ON 2 SIDES OF
MANHOLE FRAME
AND COVER
CATCH BASIN E
MANHOLE FRAME E
ANDCOVER� 01cu
LLJ
y
v
100 mm
15M 0 300 mm(o4CM2*)
a -
EACH WAY
SHEET 3 OF 4
5 mnz(1/4')R
100 mm
STANDARD PLAN
METRIC
313-1
a -
(4')R
SHEET 3 OF 4
c%j U
FLOW LINE
NCM -MAG
DESIGNED BY:
DOWEL �A
EW
(TYP.)
CHECKED BY:
E
DSH
C=n
a Ir
CURB LINE
STEPS --"'
t
FACE PLATE
ASSEMBLY
STREET. GUTTER.
OR LOCAL. DEPRES-
SION SURFACE-,
0 3,2
;SLOPE
75 mm
(3 *) R 4,
r
100 mm
(41MIN.
300 nun 75 rnm
(121MAX. (31R -
+
w
ai
TZO 40 0
W>.
D
mz
L OPTIONAL UBGRADE CONNECTOR PIPE
OR MONOLITHIC
ZI..: CATCH BASIN
a CONNECTION
a.0
00 AW f4 M 0
N\ STEPS
I t- SECTION A -A 'Ir 0.Q Bm wAys
A+ :Ej 0: IN AU SM
W
-i ---
cui Q r- 100 mm 200 mm(81
(4')R f IOM(94)
n A
/ -go*- r=
11 co
cr
DOWEL (TYP-)
DOWEL DETAIL
PLAN
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMEN S
REINFORCEMENT
MAX MAX I I F REQUIRED IN
w V FRONT IREAR 1BOTTOMI END
WALL WAII I SLAB WALL
1.0 m(3.5*) 2.4 m(81 15 D mm(6 150 fftm(6*)
1-0 m(3.5') 3.5 m(121 200 mm(8') 200 mm(8-)
2.0 m(T) 1.8 m(61) 150 mm(6*) 150 mm(6') ff4 12- D -C.
2.0 rn(7'1 3.5 m(121 200 mm(B*) 200 mrn(81
4. 0 m(I 4') 1.2 m(41 150 enm(6*) 150 R
mm(6*)
E
2.4 m(8') 150 rnm(6') 200 mm(W)
--I-_ N
4.0 m(14') 3.5 m(1211 200 mm[B*) 250 mml[O*)
F
0 R
1.2 n -t(4') 150 mm(6') 150 mm(6*)
R E
z 1.8 m(6') 150 rnm(6') 200 mrM8') C 'o x
7- co E U
Cki 2.4 rn(8') 200 mm(B*) 200 mm(89 /Z
cm M
R
3.0 m(10') 200 mm(B*) 250 mm[10*) E E
(D
D
200 mm(B') 250 ffvn(10*) T
3.5 m(12") Z,
HFOR W . 9 ff�28'1. V,) 3.5 m(12') OR B ) 1.2 m(49 SEE PRaJECT PLANS
AMERICAN PUBLI C WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE METRIC
PUBILIC %.A.10IRKS STANDARDS INC CURB OPENING CATCH BASIN
GREENMOK COMMITTEE
1984 300-2
REV 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
K - w D K
Ln- - - - - - - - - - -
LU
WZ
CURB OPENING
CATCH BASIN (S)
Ew
E ir <
to z 0
c
47 - - - - - - - - - -
CURB POINT B POINT G CURB
&
�X( llqtq� G
q t -y De GUTTER
POINT E PLAN L4-- C (SEE SHEET I
CAS E E
uJ
:-MZ
W K
K D
E u., cr
E cr W
ui < CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
0 o CATCH BASIN (S) /-WFrfl GRATING (S)
tD z o
rbl- C (SEE SHEET I
L
CURB POINT C CURB
&
GUTTER
POINT B - - - - - -
- - - - - - - - - - - -
c
POINT E FIO I N T P PLAN POINT R
CAS E F
LAP K WD K
uJ
= Z CURB OPENING CATCH
ui w
BASIN WITH GRATING (S)
AND DEBRIS SKIMMER
uj
cl: <
ui
o mom
to 3: z (D c
r
CURB POINT C CURB
&
D
3ASIN R4 _-
CURB OPENING CATCH [BASIN GUTTER
_T
WITH MANHOLE IN STREET
POINT B
POINT E
C (SEE SHEET 1
POINT P POINT S
PLAN FLOW
DIRECTION OF
_j CASE G
K w K
cr a: D z t-,
0 :3
Z Q - - - - - - - - '7
- - - - - - - - - - -- _j
\POINT C
POINT B
CASE E) (CASE F)
FLOW LINE PROFILE POINT C FLOW LINE
POINT B (CASE E AND Gi
(CASE F AND G) CASES E, F AND G
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 3 OF 4
f%DICINAL BENCHMARK
wl%
PREPARED FOR: CITY OF FONTANA BM -361
I R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
MY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE.
8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED
FONTANA, CA 92335
Sfff BENCHMARK
(909) 350-7610 SW CORNER, SEC. 31, T.IN., R.5k, S.BM.-2- I.P.
FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE
MATION 1395.16
Prepared By:
ALLARD ENGINEERING.
Civil Engineering - Land Surveying - Land Planning
I
8Zb3 Sierra Avenue
Fontana, Calffimia 9M35
�=5 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 Date
(Expires 6/30/2007)
NOTES:
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 25 mm(19 DEEP SAWCUT CONTINUOUSLY AROUNO
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 MINIFAUM 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 -
B 970 mm(3*-2")
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5).
v U 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 300 mm(12").
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 CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. 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 60 mm(31 PIPE EMBEDMENT. ALL AROUND, WITHIN
THE CATCH BASIN WALL. AND 75 mm:3* ADIUS OUIN ING OF S UCTURE CONC ETE.
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 CUT-
TING 57ANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNS7REAM END WALL. STEPS SHALL
BE SPACED 300 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mmC2-1/2*). ALL OTHER STEPS SHALL PIROJECT 130 mm(S').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH 13ASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MAINHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UN17S ARE NOT EXACT EOUAL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER_ STANDARD PLAN
300-2
CURB OPENING CATCH BASIN SHEET 2 OF 2
NOTE:
I . ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF 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 8 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 H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTI-ER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATrON AT THE NEAREST TOE OF CURB.
5. DINIENSIONS:
H = NOTED ON THE PROJECT PLANS.
HI = NOTED ON THE P.ROJECT PLANS.
H� = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G = 600 mm (2 Feet)
K = 1.5 m (5 Feet)
L = 1.8 m (6 Feet)
M = 1.2 m 0 Feet)
N = 1.5 m (5 Feet)
Wo = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED,ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES,EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZE.S. IF ENGLISH UNITS ARE USED, ALL VALUES LISED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
,-I RE, -.'--"ORD DOCUMENT
These Record Documents have been prepaW based
on infonnation provided ' by otheM The Design
Professional has not verified the amacy and/or
completeness of this infomuflon and shall not be
nsible for any essor or a . which may
i a madL
DATE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
LOCAL DEPRESSIONS AT CATCH BASINS
313-1
DRAWN BY:
SHEET 4 OF 4
'qlF Ess
S. H.,
INY
co
DRAWN BY:
0.
NCM -MAG
DESIGNED BY:
Exp. 6/30/07
EW
civo-
CHECKED BY:
0 C 0�
DSH
aTy OF FONTANA CALIFORNIA
CAPITAL IMPROVEMENT PROJECT PHASE 11B
STRffT IMPROVEMENT PLAN SCALE:
AS NOTED
D
ffAILS DATE.
NOVEMBER, 2005
APP 8 DRAWING NO.: 10
3837 10
V CITY 'ENGT14ECR R.C.E. 51152
FILENME. M:\dwg\14908\FlNAL DESIGN\STREET\PHASEIIB\WALNUTAVESTIO.dwg