HomeMy WebLinkAbout3897-11ma
DOWEL (TYP.)
PLAN
15M a 300 mm(•40120)
EACH WAY
75 mm(1/44)R
100 mm
(40)R
DETAIL 'A' 1.65 m (5'-6') MAX.
N� 'Y" 525 mm (21") MIN.
u __F I
STANDARD PLAN
PROMULGATED THE
PUBLIC WORKS STANDD INC.
FACE
PLATE
IC
METRIC
Ir
I SCORING
300-2
1964
LINE
DOWEL
(TYP.1
REV' 1990
2 EXTRA 15M(*4)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CURB LINE
II ON 2 SIDES OF
N N
In
MANHOLE FRAME
--a
I `d'
oN
IAND COVER
t
(24n,
CATCH BASIN EEll
SECTION
_ z_
MANHOLE FRAME
AND COVER o
(4')MIN.
JOIN
a
�, 250 mm TIO') WIDE x 300 mm 11291
-�
300 mm
75 mm
DEEP BEAM WiTH 2-15M (*4) TOP
Nom' AND BOTTOM AND IOM 0 300 mm
"' 02,0 12') TIES'•OC
1/3 t/3 15M 0' 250 1mm (04 a 10')
H
1
b=750 mm 1
O
15M 0 .250 ,mm 0%4 Q 101
a
v
WITH .300 mm :112',1 BEND
IDOXIOOXW19
I CONNECTOR .PIPE
(4-x4x%W3)(GALV.)
LENGTH = -WIDTH -OF
NOTES: '
��� STEPS "
a
� 1
BO mm US') BEARING EACH END SHOWN ON PROJECT DRAWINGS.
SECTION
A
E-
INSIDE FACE
OF CB
75 mm (3')
1D 100
Ems'
>`
.IBM mm
014 0 4') OC
15 mm 11/210 It 15D mm (6')o
ANCHOR AT MIDSPAN AND -'�
04U
- 50 mm (2") R
DOWEL (TYP.)
PLAN
15M a 300 mm(•40120)
EACH WAY
75 mm(1/44)R
100 mm
(40)R
DETAIL 'A' 1.65 m (5'-6') MAX.
N� 'Y" 525 mm (21") MIN.
-1
W
STANDARD PLAN
PROMULGATED THE
PUBLIC WORKS STANDD INC.
�
C U RBD P E N 1 N G CATCH BASINARDS
IC
METRIC
Ir
FLOW LINE;t
300-2
1964
75 mm
� (3 )R
DOWEL
(TYP.1
REV' 1990
_
0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CURB LINE
C=
N N
In
STEPS-
--a
I `d'
oN
R_
t
(24n,
100 mm
SECTION
_ z_
6
(4')MIN.
JOIN
O
�, 250 mm TIO') WIDE x 300 mm 11291
-�
300 mm
75 mm
DEEP BEAM WiTH 2-15M (*4) TOP
Nom' AND BOTTOM AND IOM 0 300 mm
"' 02,0 12') TIES'•OC
1/3 t/3 15M 0' 250 1mm (04 a 10')
J BARS e
1
W!'
Q.
W>.
>'
JO
a4
ON
f- z
OQ
l- 100 mm
_ __r__
OPTIONAL
-r- -
OPTIONAL SUBGRADE
B
SECTION A -A
FACE PLATE
ASSEMBLY
312
SLOPE.
iF
CONNECTOR PiPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
200 mm(8•)
IOM1@4)
90°
V
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
DETAIL 'A' 1.65 m (5'-6') MAX.
N� 'Y" 525 mm (21") MIN.
PER STD. PLAN 300
STANDARD PLAN
PROMULGATED THE
PUBLIC WORKS STANDD INC.
�
C U RBD P E N 1 N G CATCH BASINARDS
IC
METRIC
a
300-2
1964
SHEET 1 OF 2
STD. PLAN 310
REV' 1990
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CB REINFORCEMENT1'
DETAIL 'A' 1.65 m (5'-6') MAX.
N� 'Y" 525 mm (21") MIN.
PER STD. PLAN 300
STANDARD PLAN
METRIC
15M 0 250 mm
JOIN c��t
a
(*4 0 (00) EACH WAY
OPENING PER
SHEET 1 OF 4
REV.1993
SHEET 1 OF 2
STD. PLAN 310
EXISTING
1200 48'
CULVERT
�t/2 �
Yt
300 mm (12') MIN.
REINFORCEMENT
POiNT' E
--a
I `d'
oN
R_
LD
(24n,
SECTION
_ z_
6
JOIN
O
�, 250 mm TIO') WIDE x 300 mm 11291
-�
OPTIONAL
CONSTRUCTION
JDINT
-
DEEP BEAM WiTH 2-15M (*4) TOP
Nom' AND BOTTOM AND IOM 0 300 mm
"' 02,0 12') TIES'•OC
1/3 t/3 15M 0' 250 1mm (04 a 10')
J BARS e
1
b=750 mm 1
15M 0 .250 ,mm 0%4 Q 101
WITH .300 mm :112',1 BEND
IDOXIOOXW19
I CONNECTOR .PIPE
(4-x4x%W3)(GALV.)
LENGTH = -WIDTH -OF
NOTES: '
OPENING PLUS 150 mm (61).
UTILITY -LOCATION AND TYPE
BO mm US') BEARING EACH END SHOWN ON PROJECT DRAWINGS.
SECTION
EXISTING DR NEW
REINFORCEMENE.
10 mm (1/41 R t STEEL BEAM
INSIDE FACE
OF CB
75 mm (3')
1D 100
Ems'
>`
.IBM mm
014 0 4') OC
15 mm 11/210 It 15D mm (6')o
ANCHOR AT MIDSPAN AND -'�
TYP. a;
- 50 mm (2") R
Q 600 mm (242) CENTERS
10 mm a°.°
4)100
J
I
EACH SIDE ANCHORS MAY
BE SHORTER ON BACKSIDE
OF
10 mm mm 0 300 mm
p/4) t4 Q�IF }
(9)
CONCRETE PIER
(4") SUPPORTS. SPACE
REAR BEAM. SEE NOTE 7
AS .NECESSARY:
5 mm 100 mm MAX. 2.1 m(7'-0')
IO mm (3/80)
DETAIL 'A' SECTION X -X
CAS
CATCH BASIN MODIFICATION -
WITH
.REAR CULVERT ENTRANCE..
AND-/
OR ENTRANCE PROJECTiON :
STREET OR LD SURFACE
INSIDE WALL WALL
s
IrSTEPS ' 20 mm (3/410
GALVANIZED
E
•
�"
i---- - •----I
SAFETY BAR*
O
1
=750 mm '- •
ti
1
00 - FLOOR
1___.
MIN -t
SLOPE TO
ouTLE-7loo
~
mm
o i> EDGE OF.
o
i.
I
N
(�- °' SLAB
`� N
DIRECTIONS
(4•) OUTLET
UTILITY
mm } I+ e
(
(3 I
(3') R
I .OUTLET
POUR LU� E
I SECTION 1-1
AGAINST o .
UNDISTURBED V _
EARTH
`*NOTES
iso 20 mm (314 1 DIA. d -
(IB`)
GALVANIZED G " SAFETY BAR SHALL BE
50 mm (2'} - SAFETY BAR* 20 mm (3/4') DIA, GALV..
-
OPTIONAL. SUq5
m
HOT -ROLLED STEEL PER
I
P LAN ASTM DESIGNATION A36M
SECTI ON
(A36)
CASE 2
CASE 3
CATCH BASIN MODIFICATION SAFETY BAR 'FOR DROP
TO AVOID EXISTING UTILITY OUTLET CATCH BASIN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRDiIULGATEDEYTHE
MODIFICATIONS FOR SIDE OPENING-
STANDARD PLAN
METRIC
PUBLT GREENBKSSTANDARDS TTEEINC.,
GREEVBODK CO►A�4TT-E
CATCH BASIN
314'- 2
•1934
;
SHEET 1 OF 4
REV.1993
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR P133LIC VVORKS CONSTRUCTiON
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(I') •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:
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(120).
V, = 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(30) PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(30) 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(?') 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(79 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. 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 EQUAL
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 UMTS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300 - 2
W F•
�z
CURB OPENING CATCH BASIN
SHEET 2 OF 2
K WD K
H('•- -� --- -- --
W 1 -I
CURB OPENING I " - -- -- - - - - -- - --- I i
f. CATCH BASIN (S)� I I
EW -s I
O a: 0 Lu
4�
w 325
i I 11 C _-
CUR OE
N( GRP POINT B POiNT C CH CURB
i
S�RPVG.IP�V'�`� Yq� GOf GUTTER
- - 1
POINTE PLAN C (SEE SHEET 1 )
y CAE E
N W Z
EWas K- ..T. WD K
EW a "' CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
w 3 zm CATCH BASIN (S) - 7l�Vy GRATING (S)
.0 {SEE SHEET 1) � '- -' '-' -'
&
CURB GAP i POINT C Rq/0 CURB }
S'RP`G
GUTTER
POINT I ----------I --1
POINTE C POINT P PLAN - - - - - POINT R
CASE F
9 K WD K
CURB OPENING CATCH
BASIN WITH GRATING (S)
EW a AND DEBRIS SKIMMER
E� Ir-
z
-----I --t
CURB GNI; GRPO� POINT C ST/�q�GyT CURB !
CURB OPENING CATCH BASIN Vq<<Ey OR'tOf GUTTER
POINT B J WITH MANHOLE IN STREET - 1
POINT E
POINT P
C (SEE SHEET 1 } W
W P� LAN
POINTS DIRECTION OF FLOW _j a
gm CA_ m
o= K WD K Z
P INT 13 PO 1 U -T -C }
(CASE E) FLOW Ll N E 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
METRIC
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 3 OF 4
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
"-' N
w�
^
rr
W
CURB OPEC`
E W c iz CATCH BAS
x
03Lzcs
T -
CUR B POINT A Oso m
POINT E
W
v
a -+--DIRECTION OF FLOW
2m
O j N
Z U
L
4_
i
y N
L-
W F•
�z
STANDARD PLAN
04 I CURB
OPENING
E ma o CATCH
BASIN (S)
EW
W
SHEET 1 OF 4
s
�3zco
SEE NOTE 8
E
1050 42'
i
1200 48'
180 5
CURB POINT A
600 mm I
-,
1500 (601
JP�
POiNT' E
180 4'
1800 72'
W
r LUW 1_114t VKUh Lt
CASE A
CURB `
POINT D & 1
GUTTER t
"�O 1
F
W
B POiNT G a U
DIRECTION OF FLOW a a
N z
I..... [_
POINT D
\--FLOW UNE
CURB y
GUTTERI
W
POiNT E
a ua, DIRECTION OF RAW -�- �.. � `'' `--POINT G a ti
-DIRECTION OF FLOW
z� N L WD L N zv
I POINT D
POINT A POINT B POINT C
FLOW LINE PROFILE FLOW LiNE
CASE B
25 m (1•) 150 mm (61 25 mm (1") 150 mm (6-) 25 mm (10)
M M M,G,OR VAR.
450 mm VAR.
-VAR:--
50 50 mm -VAR.
- (2') 77.
I CURB r l • • p • A ' VALLEY RiDG ..A
I FACE + H 1 , 4 E- VALLEY
•C ' tl) P •P. 4
p••P.4
SECTION A -A SECTION B- B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC ENBOOWORKS 3TANDARDSTTE INC.,
GREENBOOK COMMITTEE
1884
-
AT CATCH BASINS
313 �c 1
REV. IM
750 30'
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2.--THE..CURB:.FAC,E AT POINTS A AND-.D-.SHALL-BE::THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE SAT:.POINTS-_R;: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 DEPI2ES9ION SHALL MEET THE F`INISHEO 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 Hl HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS. AT POINTS A AND D, RESPECTIVELY. -
THE ELEVATIONS OF POINTS P AND R SHALL ;BE SET HZ 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 .90tfqT-
E SHALL BE SET Hg HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
-H' = NOTED ON THE PROJECT PLANS:
H1 = NOTED ON THE PROJECT PLANS.
H2 = 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 UNITY 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
HINGE COVER AT
LOCAL DEPRESSIONS AT CATCH -BASINS
313-1
TOP of FRAME
MPRPER
OVE ENT
SHEET 4 OF 4
E
EE
J BAR
SPACING mm
HINGE COVER AT
E � 600 mm c ^z INLET INLET
C) 'o. �I (2�") �= TYP E 2 TYPE 1
FFRAME AND
R
COVER FER
SM. PLAN
TOP of FRAME
MPRPER
OVE ENT
600 24'
--�"15
750 30'
240 7'
OR GRADING
PLAN
SEE NOTE 8
E
1050 42'
i
1200 48'
180 5
EC
600 mm I
-,
1500 (601
180 5
1650 (661
180 4'
1800 72'
120 3-1/2 "
04
� 1/0
(24n,
SECTION
I
6
O
(#3 ® 12') MAX OC
-
--_
J BARS e
RLw
INLET TYPE 2 T I
NOTE e
250
gN
n I O I;
16mm (1Q) I N }
(5/8"),0 I < c I I (3") MIN
9cr I o SECTI ON (60 rn
B INLET TYPE 1
36 mm 1 4
DETAIL OF ANCHOR I I .
I I
CURB FACE 75 mm i CURB FACE
- - ANCHOR 1 (3 )
_= FL ---- ----1 FL -_-
POiNT M POINT Nl POINT P POINT Q
A
PLAN
3000 mm (10') S 3000 mm (10')
TC GRADE LINE AS S/2
SHOWN ON PROFILE TOP OF CURB
TOP OF CURB -
- FL -_
INT O
POINT M POINT N PROFILE POINT P PO
GALVANIZED STEEL FINISH K
ANGLE FlNISH
S. mm
J BAR
SPACING mm
300 12'
240 Y
450 18"
240 7"
600 24'
240 7'
750 30'
240 7'
900 36"
240 7'
1050 42'
210 6'
1200 48'
180 5
1350 54'
225 (6-1/2')
1500 (601
180 5
1650 (661
180 4'
1800 72'
120 3-1/2 "
FOR S = 750 mm (30') AND LESS, USE 2
m -•=
ANCHORS. OTHERINSE, USE 3 ANCHORS.
100 mm
(4")
BATTER 3:12 ,,.,-SEE NOTE B
FOR S = 1200 mm (48') AND LESS,
10
/20
B = 75 mm (3')
USE 64614.5 (2-i/2'x2*0/81
200 mm
{B°)
150 mm
GALVANIZED STEEL ANGLE.
6")
ito UTTER TO
MATCH'
SECTION A - A
OTHERVASE, B = 100 mm (4"). USE 890602.7
(3-1/2"XYXI/2") GALVANIZED STEEL ANGLE.
E
J BARS ARE 110( (13).
150.mm
E S 150 mm
6 #1 oM ® 420 mm
6
(#3 ® 12') MAX OC
0
J BARS e
o
SECTION B -B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED WORK
STA BY THE
PUBLIC WORKS STANDARDS INC.
PARKWAY DRAIN
STANDARD PLAN
METRIC
GRE ��d800K COMMITTE`=
1993
-
REV. 189e
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. FLOOR OF BOX SHALL BE TROWLED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 600 mm ('24") EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24")
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
(5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B - 125 mm (5")
AT POINT N AND P.
7. THE 75 mm (3") LEG OF THE 16 mm .(5/8") DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.0%'0.
9. 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 CONSTRUC-110N SHALL BE ENGLISH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
PARKWAY DRAIN
151 - 1
SHEET 2 OF 2
GRIND 0.10' MIN.
EXIST.PAVEMENT AND
OVERLAY 0.10' MIN.
EXISTING PAVEMENT
REV. REVISION DESCRIP PON DA 7F ENGR. CITY DATE SHOULD CONS TRUC TION OF -THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANDA RDS /N EFFECT.
Z22 I R>EC0,e.0 DR1 W/NG IAI" 1401 9.7.10
5' MIN. PER PLAN (1' MIN.)
SAWCUT AND REMOVE
% EX. PA VEMENT
NEW PA
AC OVERLAY DETAIL
NOT TO SCALE
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS 0'' INFORMATION COMPILED AND
�O
oQgpFESS/ON� �
�O clG y
>� EXP .. V
gr�OFCi�L��0�11y� �
BENCH MARK: BASIS OF BEARINGS: Zt
SITE BENCHMARK FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE Zt
SW CORNER, SEC. 31, T. 1N., R. 5W., 7HE BEARING OF N 89' 56' 48" E RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH lQ
S.B.M- 2" I.P. WITH BRASS CAP, ALONG THE CENTERLINE OF BASELINE HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS J
C.S.M. AT THE IN7FRSEC77ON OF AVENUE, AS SHOWN ON TRACT No. A RESULT THEREOF. 2
BASELINE AVE. AND CI7RUS AVE. 12545 WAS USED, AS 7NE BASIS OF .
ELEVA 170N: 1395.16 BEARINGS FOR 7NlS MAP. �
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Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA PREPARED IN W
s"�F MADOLE AND SSOCI TES FICE °►C STREET IMPROVEMENT PLANS
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Exp: 9-30-05 ONTARIO, CA 91761 DESIGNED BY DA 7F -
PHONE (909) 937-9151 DET SHEET MARCH 2005
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FOFCAL�F Date ��� CHECKED B . DRAWING NO. W�
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J:\692-1915\streets\st11.dwg, 9/9/2005 8:47:55 AM, drench