HomeMy WebLinkAbout3695-52
Y=2.25Wt [)
L=LENGTH OF TAPER
W=MAXIMUM OFFSET DISTANCE
X -DISTANCE ALONG BASE LINE
Y -OFFSET FROM BASE LINE
L. m I DISTANCE X. L 2 INCREMENTS, m
60' S'
10'
15'
20' 25'E
7.215
30'
35'
40'
45'
50'
55'
19.8b
60'
31.60
21.6b 1-0
72' 6'
3.66
12'
5-.4o---
18'
24 30'
36'
12.60
42'
14.4U--
48'
54'
60'
66'
72'
z
FLOW LINE
POINT A
1
POINT D
POINT C FLOW LINE
POINT A
1454.10 TC
FLOW LINE
PROFILE
h
CURB LINE
90' 7.5
15'
22.5'
30' 37.5
45'
52.5'
60'
67.5'
75'
82.5'
90'
120' 10'
20'
30'
N
t` c:l
60'
70'
80'
90'
100
110'
120'
150' 12.5'
25'
37.5'
15.00 18.
tIL50'
2.5'
75'
87.5'
100'
112.5'
125'
137.5'
150'
, mm
UFF.5LT
Y. mm
NTS
2250
2578
2812
2953
3000
47
0.16'
188
0.62'
422
1.41'
750 1125
2.50' 3.75'
1500
5.00'
1875
6.25'
(7.50')1(8.59')
9.38'
9.84'
10.00'
t11'10'
0.17'
0.69'
1.55'
2.75 4.13'
5.50'
6.88
8.25'
9.45'
10.31'
10.83'
11.00'
12' 0.19'
0.75'
1.69'
3.00' 4.50'
6.00'
7.50'
9.00'
10.31'
11.25'
11.81'
5611
12.00'
5700
59
19' 0.30'
356
1.19'
-844
02
2.67'
1425 2135
(4.75'),(7.13')
2850
9.50'
3000
3552
11.88'
4275
14.25'
WOU-_5156
4898
16.33'
5344
17,81'
18.70'
S09-
19.00'
6000
9
09
20' 0.31'
375
1.25'
2.81'
1500
5.00' 7.50'
10.00'
3750
12.50'),(l
5.00'
17.19'
18.75
19.59
2D.00'
300 90
394
SE15 -1575
1236.3
3150
4
21' 0.33'
1.31'
2.95'
5.25' 7.88'
10.50'
13.13'
15.75'
18.05•
19.69'
20.67'
21.00'
10.3
22' 0.34'
412
1.38'
3.09'
1650 1241
5.50 8.25
11.00
4125
13,75'
4950
16.50
18.91928
1'
20.62'
649"
21.fi6'
otivu
22.00'
NOTES:
TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y-2.25W(x?
FOR THE PORTIONS AB' AND C'D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A L
TANGENT. WHEN THE BASE LINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED
BASE LINE, AND B'C' IS NO LONGER A TANGENT.
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. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL BE
ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUKE WORKS AN�DSINC•
BOOK
1904
REV. 199 10°°
MEDIAN TAPER
STANDARD PLAN
"'
140-2
SHEET 1 OF 1'
USE WITH STANDARD SPECMCATIONB FOR PUBUC WORKS CONSTRUCTION
D N K WD N
W A
�a CURB OPENING
CATCH BASIN (SS , F- I
B
450 mm CURB
CURB POINT A -11 --lo
G.5.) POINT 8 S1? INT C �C�yr POINT D GUTTER t
G �GHT G r CRgO
�Rp.\G�oGE RIDGE �F F
POINT E
W
POINT F
Lb -A
B POINT G
��
DIRECTION
a � -+-DIRECTION OF FLOW
PLAN
OF FLOW2
co
lax v
N
CURB
W
E = S W
L
N�
zu
W
zo
p
K
g
a,
L 3:2
SLOPE
R
J0
z
FLOW LINE
POINT A
POINT B
POINT D
POINT C FLOW LINE
POINT A
1454.10 TC
FLOW LINE
PROFILE
h
='
N
LOCAL DEPRESSIONS
L-
W
� z
AT CATCH BASINS
313 11C
1981
v
(1454.20 FS)
CURB
OPENING
E = S W
- -
CATCH
BASIN (S)
W
zo
1455.35 TC
mm
(4"
g
a,
L 3:2
SLOPE
R
J0
z
FLOW LINE
=
\ (3.)Rm
CURB-'
POINT A
1454.10 TC
��
4p'
C N N
h
CURB LINE
j
5
POINT E
STEPS
CASE A
--3
CURB
GUTTER J
w
v
J
E" POINT F Tti,G 4c
a DIRECTION OF FLOW -- PLAN f -DIRE OCT( NPOOI FLOW2 go
2 m o
Z U N L VVD L N� zL
t POINT D F
POINT A POINT B POINT C
FLOW LINE PROFILE FLOW LINE
CASE B
25 m (1-) 150 mm (6") 25 mm (1") 150 mm (6•) 25 mm -I1')
M M M,G,OR VAR.
450 mm VAR.
YAR.
50 mm VAR.(21
CURB o ' RIDGE ' c
1 1 FACE t H'' D E VALLEY E VALLEY
I o • • . D.
D In-- o. d cn--- Q D• �. a
_j a D D -
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEDBYTHE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
GR
AT CATCH BASINS
313 11C
1981
OR LOCAL OEPRES-
(1454.20 FS)
REV. 1998
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36,
T1N, R6W, S.B.M. AS SHOWN ON TRACT 16568,
MB 300/59-62, BEING N 89'59'12"E
REV.
p o a
1
a
O
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
EL
I
IFACE
PLATE
SCORING
LINE I
I2 EXTRA 15M(* -4)
ON 2 SIDES OF
MANHOLE FRAME
IAND COVER
CATCH BASIN
(120)MAX`I (3')R
IMANHOLE FRAME r. I ` o'
39 AND COYER civ I W^
=a
W M x�
�z_
� OPTIONAL SUBGRADE CONNECTOR PIPE
I
CATCH
A
CATCHCH BASIN
o �_\ Rz g CONNECTION
� IIa ao
c o
STEPS
At ice_ 1 �` SECTION A -A
u I ! 1100 mm 200 mm(B')
Pc%x )
(49R ` } IOM(04)
DOWEL ITYP.I I v
P
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX MAX t I REQUIRED IN
w V FRONTREAR I BOTTOM END
WALL WALL SLAB WALL
1.0 m(3.5') 2.4 m(B') 130 mm(6') 130 mm(6')
1.0 m(3.5') 3.5 m(12') 200 mm(8') 200 mm(e')
2.0 m(7') 1.8 rn(6') 150 mm(6') 150 mm(6') #4. 0 12" O.C.
2.0 m(7') 3.5 m(12•) 200 tnm(8') 200 mmIB.)
4.0 m(141) 1.2 rn(4') 130 mm16') 150 mm[6')R
E
2.4 m(8') 150 mm(6') 200 mm(8') i
4.0 m(14') 3.5 m(12') 200 mm(8') 250 mm[IO') N
F
1.2 rn(4') 150 mm(61) 150 mm(61) 0
o R E
1.8 m(61) 150 mml6') 200 mmol 8') C O
=- a 2.4 m(8') 200 mm(B') 200 mmlB') M U
ri
E 3.0 m(101 200 mm(8') 250 mm(10') E E
N I D
3.5 m(12•) 200 mm(B') 280 mm[IO') /, T
FOR W > 9 w4281). V > 3.5 m(121) OR B > 1.2 m(41) SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE STANDARMETRIC LAN
PUBLIC LNORKSSTANDARDS INC, CURB OPENING CATCH BASIN
GREENBOOK COMI+9TTEE
300-2788
REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
W r
Wp L N
r 4
E=cLL„ CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
C,
= o CATCH BASIN (S) - -D WITH GRATING (S)I
C (SEE SHEET 1)
= i
CURB POINT A POINT B I I C& B
POINT C POINT D
T_ GUTTER
POINTE _s_TRAIGll VA RAE ST RqV -
POINT F C C POINT G
PLAN
44
CASE C
W
v ¢ N -.T� K WD L N
,,
E , c cr CURB OPENING CATCH BASIN WITH D /_ CURB O ENING CATCH BASIN WITH
E W < W GRATING (S) AND DEBRIS _ - i '1 MANHOLE IN STREET
3 z SKIMMER
-_CURB �
CURB POINT A-/ POINT 8 I POINT
c__sJ'QQ/Cy POINT D &
GUTTER
Tr_ Gtt�OE STRAIGHT GRADE (` ADF I -
SSP, VPt�E VALLEY
POINTED E
POINT F PLAN POINT G
DIRECTION OF FLOW W
U
J �
a
Mm
mm
o�
N zv
'- Lf
I
-POINT A 8 \(CASE C) PDINT ^
FLOW LINE POINT C(CASE D)
FLOW LINE PROFILE
CASES C AND D
M 25rnm (1") 150 mm (61
MANHOLE t M
OR FRAME OR VAR.
AND GRATING IF 40 mm VAR.
-(L1'•)
STRA)GHT GREE -
2
CURB E VALLEY
1 FACE+ HE
X3 ' E •�•f
-I = .. a ..
MANHOLE OR
FRAME AND .GRATING SECTION E -E
SECTION D - D
5mm I
(1")
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
15M O 300 mm(940129FACE
PLATE
ASSEMBLY
1454.61 FLi
EACH WAY
STREET. GUTTER.
m
5 mm(1/4')R
OR LOCAL OEPRES-
(1454.20 FS)
SION SURFACE
v
- -
1456.16 TC
1455.27 TC
: 1 �� : :: =
1455.35 TC
mm
(4"
g
a,
L 3:2
SLOPE
R
J0
z
FLOW LINE
=
\ (3.)Rm
DOWEL
:. \1
1454.10 TC
_
` - -
C N N
h
CURB LINE
t>
1453.43 FL
Ip a
STEPS
1453.54 FL
U.
t
100 mm
1453.44 FL
+ ¢
(41 M N.
FS
N
t` c:l
-x1300 mm
75 mm
(120)MAX`I (3')R
IMANHOLE FRAME r. I ` o'
39 AND COYER civ I W^
=a
W M x�
�z_
� OPTIONAL SUBGRADE CONNECTOR PIPE
I
CATCH
A
CATCHCH BASIN
o �_\ Rz g CONNECTION
� IIa ao
c o
STEPS
At ice_ 1 �` SECTION A -A
u I ! 1100 mm 200 mm(B')
Pc%x )
(49R ` } IOM(04)
DOWEL ITYP.I I v
P
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX MAX t I REQUIRED IN
w V FRONTREAR I BOTTOM END
WALL WALL SLAB WALL
1.0 m(3.5') 2.4 m(B') 130 mm(6') 130 mm(6')
1.0 m(3.5') 3.5 m(12') 200 mm(8') 200 mm(e')
2.0 m(7') 1.8 rn(6') 150 mm(6') 150 mm(6') #4. 0 12" O.C.
2.0 m(7') 3.5 m(12•) 200 tnm(8') 200 mmIB.)
4.0 m(141) 1.2 rn(4') 130 mm16') 150 mm[6')R
E
2.4 m(8') 150 mm(6') 200 mm(8') i
4.0 m(14') 3.5 m(12') 200 mm(8') 250 mm[IO') N
F
1.2 rn(4') 150 mm(61) 150 mm(61) 0
o R E
1.8 m(61) 150 mml6') 200 mmol 8') C O
=- a 2.4 m(8') 200 mm(B') 200 mmlB') M U
ri
E 3.0 m(101 200 mm(8') 250 mm(10') E E
N I D
3.5 m(12•) 200 mm(B') 280 mm[IO') /, T
FOR W > 9 w4281). V > 3.5 m(121) OR B > 1.2 m(41) SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE STANDARMETRIC LAN
PUBLIC LNORKSSTANDARDS INC, CURB OPENING CATCH BASIN
GREENBOOK COMI+9TTEE
300-2788
REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
W r
Wp L N
r 4
E=cLL„ CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
C,
= o CATCH BASIN (S) - -D WITH GRATING (S)I
C (SEE SHEET 1)
= i
CURB POINT A POINT B I I C& B
POINT C POINT D
T_ GUTTER
POINTE _s_TRAIGll VA RAE ST RqV -
POINT F C C POINT G
PLAN
44
CASE C
W
v ¢ N -.T� K WD L N
,,
E , c cr CURB OPENING CATCH BASIN WITH D /_ CURB O ENING CATCH BASIN WITH
E W < W GRATING (S) AND DEBRIS _ - i '1 MANHOLE IN STREET
3 z SKIMMER
-_CURB �
CURB POINT A-/ POINT 8 I POINT
c__sJ'QQ/Cy POINT D &
GUTTER
Tr_ Gtt�OE STRAIGHT GRADE (` ADF I -
SSP, VPt�E VALLEY
POINTED E
POINT F PLAN POINT G
DIRECTION OF FLOW W
U
J �
a
Mm
mm
o�
N zv
'- Lf
I
-POINT A 8 \(CASE C) PDINT ^
FLOW LINE POINT C(CASE D)
FLOW LINE PROFILE
CASES C AND D
M 25rnm (1") 150 mm (61
MANHOLE t M
OR FRAME OR VAR.
AND GRATING IF 40 mm VAR.
-(L1'•)
STRA)GHT GREE -
2
CURB E VALLEY
1 FACE+ HE
X3 ' E •�•f
-I = .. a ..
MANHOLE OR
FRAME AND .GRATING SECTION E -E
SECTION D - D
5mm I
(1")
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
1454.61 FLi
SHEET 2 OF 4
REVISION DESCRIPTION DATE ENGR. CIN DATE
O Og.Awi�fo5 i od fl Fiy ° � SHOULD CONSTRUCTION OF REQUIRED
1MPROYFJNENTS NOT COMMENCE YYI]}JIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MIWNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PIANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
NOTES:
I. 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 mmtl') 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 I: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(4.51).
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 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 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') 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 CUT-
TING STANDARD 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 DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(120) APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
B. 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
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS 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
CURB OPENING CATCH BASIN 300 - 2
SHEET 2 OF T
K - WD K
se r _ - - - - - - - - - -• I
WZ
°� CURB OPENING
La
CATCH BASIN (S) I I I
E =ow
UJ
Wi=n
C
- 1--------`--I --I
- -�
CURB NT GRkp POINT B POINT C SJ�9jGyJ CURB
STR►.�GVP`� VA<<GRADE GUTTER
POINT E PLAN C (SEE SHEET 1 )
CASE E
W
N rz- a K �j^ WD K
E =m w CURBSIDE GRATING
W'a 1::
CURB OPENING CATCH BASIN (S)
to xz CATCH (BASIN (S) 1j' -WITH GRATING (S)
C (SEE SHEET 1) , 1
------ - - - -
`- --
CURB_ POINT C SrRR/G CURB
'( I yr
S�VP���� I I `A<<fYCRA0 GUTTER
POINTB----- - - - - -I
POINT E c POINT P PLAN POINT- R
CASE F
K WD K
" `5 W z CURB OPENING CATCH
BASIN WITH GRATING (S)
AND DEBRIS SKIMMER
- - - - - - - - - -
E W
Ecl WaW I r---- - - - - -
i
0:3I i
-----I mc --
CURB GFtPO� POINT C STRq� CURB
c
StRA\GVP���V ICURB OPENING CATCH BASIN yA� fYGRADE GUTTER
POINT B C WITH MANHOLE IN STREET
POINTE -----
C (SEE SHEET 1) W
W POINT P PLAN POINTS DIRECTION OF FLOW _ LL
L CASE G ��
it m K Wp K z 0
Z--------- _i_
1--------- - - -
-'
POINT B \ POINT C
(CASE E) FLOW LINE PROFILE (CASE F)
POINT B POINT C FLOW LINE
(CASE F AND G) CASES E, F AND G (CASE E AND G)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METIR
-313- 1
LOCAL DEPRESSIONS AT CATCH BASINS
1454.61 FLi
SHEET 3 OF 4
ORICINAL BENCHMARK
CITY OF FONTANA BM -361
PREPARED FOR: R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE.
8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED
FONTANA, CA 92335 SITE BENCHMARK
(909) 350-7610 SW CORNER, SEC. 31, T.1 N., R.5W., S.BM.-2" I.P.
FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
aEVA170M 139516
1455.50 FS
EXISTING GALE/
1455.78 FS)
54.72 FS
SAW -CUT LINE
1454.76 FS
1454.61 FLi
c
CO
� oc
�
Q
U1454.67
1454:47 FS
-
1454.56 FS
(1454.20 FS)
1454.23 FS)
N
- -
1456.16 TC
1455.27 TC
: 1 �� : :: =
1455.35 TC
PROPOSED SIDEWALK 1454.41 FL
14
454.49 FL
1454.60 FL _
1454.31 _SW
1455.21
=
1454.40 SW
1455.40 SW
:. \1
1454.10 TC
_
` - -
1454.21 TC
_
1453.43 FL
1453.54 FL
1455.58 SW
1455.45 FS
1453.44 FL
+ ¢
1453.53 FL
FS
N
t` c:l
1455.90 EG)
1 20 EG )
45 EG)
U
DRIVEWAY DETAIL
DRIVEWAY DETAIL
DRNEWAY DETAIL
STA. 72+96
STA. 75+18
NTS
PROPOSED R\W PROPOSED R\W-�,
EX. SIDEWALK EX. SIDEWALK
- IX. CURB & GLITTER-
-;, -EX. CURB &GUTTER -
PROPOSED PROPOSED
SIDEWALK SIDEWALK
PROPOSED
CURB & GUTTER
1455.71 FS 1455 56 17S) 1455 23 FS)
PROPOSED
CURB & GUTTER
' EXISTING GATELl
SAW CUT LINE
1455.24 FS - - 1455.12 FS
1454.96 - 1455.04 FS
(1454.37 ) 1454.4 FS)
00
1454.80 SW
-18.. 1454.8 SW
1454.59 TC 1454.68 TC
1453.92 FL i 454.01 FL
1453.93 FL d- Q 1454.01 FL
DRNEWAY DETAIL
STA. 7394
NTS
PROPOSED
CURB & GUTTER 1454.42 FL
00
-Ix
D
v¢~i v
1454.48 FL
1454.61 FLi
c
CO
� oc
�
Q
U1454.67
1455.08 TC
- -
1456.16 TC
1455.27 TC
: 1 �� : :: =
1455.35 TC
PROPOSED SIDEWALK 1454.41 FL
14
454.49 FL
1454.60 FL _
1454.68 FL
1455.21
=
145 .27 SW
1455.40 SW
:. \1
455.46 SW
_
1455.58 SW
1455.45 FS
1455.51 PROPOS
R\W 14 .64 FS
\�455.70
FS
1455.66 EG
1455.90 EG)
1 20 EG )
45 EG)
DRIVEWAY DETAIL
DRNEWAY DETAIL
STA. 75+18
STA. 75+67
NTS
NTS
NOTE:
1. 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 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 H1 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 GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
HZ = 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 (4 Feet)
N = 1.5 m (5 Feet)
WD = 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 SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET4 OF4
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TYPICAL SECTION
NTS
RECORD DOCUMENT
QPpFESS/pN
H,4 Fy These Record Documents have been prepared
y i
No. 43976 based on information provided by others. The
Q m__ ann,n'y I Design Professional has not verified the accuracy
and/or completeness of this 4nformation and shall
not be responsible for any errors or omissions
1 y be incorporated herein as a res It
06
A E
QRpFESSj�� CITY OF FONTANA, CALIFORNIA
CAPITAL IMPROVEMENT PROJECT PHASE
DRAWNBY.7�ET
NCM -MAG 5E
IMPROVEMENT PLAN SCALE:
c� No. 36052 "' AS NOTED
DESIGNED BY: APWA DETAILS DATE:
� Exp: 6/30/08 EW FEBRUARY, 2005
C 1 V 1L ��P CHECKED BY: APPROVED BY: DRAWING NO.:
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