HomeMy WebLinkAbout3025-2 (2)ULTIMATE
NORTH
C/L
EXISTING
SOUTH
R/W
z
7' 48' 45' p bi
m
43' _ 1 EXIST. CONC I o
SIDEWALK I -I
10' 30 I n
32 29 EX. AC 5
JOIN EX. PVMT I EXIST. GRADE
GRADE R^2� '
2:1 MAX
SLOPE CURB AND GUTTER
- f ' 7 5 TO REMAIN IN PLACE
9 10 XIST. PAVEMENT
TO REMAIN IN PLACE
EXIST. GRADE INTERIM IMPROVEMENTS
TYPICAL SECTION JURUPA AVENUE
FROM STA. 8+91.71(L) TO STA. 10+00(L)=STA. 0+00 N.T.S.
FROM STA. 10+00(L)=STA. 0+00 TO STA. 3+66
T.I. = 10.5
w
Li z
EXISTING
SAN BERNARDINO CO CONST, U EAST
WORK OUTSIDE THE FLOOD CONTROL C/L z ¢ R/W
R/W WILL REQUIRED DISTRICT R/W I z z
PERMISSION FROM COUNTY LUm 0
LU pO
FLOOD CONTROL--\
ONTROL 127' I U m
VARIES 67'-60' I 40'
7' 60'-53' 1O' 48'
EX. CHAIN X 30 1 �, (21')
LINK FENCE �2v 17' 41' LEI
" VARIES LEVEL LINE
�
a"90' -1.36r- - 28 � -
EX. 2% --- R-------- --- - _9 JOIN -
7 8 6
10 EXIST. GROUND 7
EX. GRADE VARIES FROM 4'-27'
TYPICAL SECTION MULBERRY AVENUE
FROM STA. 37+57 TO STA.40+43 N.T.S.
T.I. = 10.5
WORK OUTSIDE THE SAN BERNARDINO CO
R/W WILL REQUIRED FLOOD CONTROL
PERMISSION FROM COUNTY DISTRICT R/W
FLOOD CONTROL
30'±
EX. CHAIN "
LINK FENCE
7,
- Lx
60'
53'
120'
w
CONST. J }
C/L o
� �
R
I OU M
I
40'
I 35'
(21')
�1 7 10'
0 - -LEVEL LINE-
- z2
- ---- - - - _
2% EXIST
.
JOIN EX 10 EXIST. GROUND E.P30
GRADE
2%MIN
2:1 MAX
TYPICAL SECTION MULBERRY AVENUE
FROM STA. STA.40+43 TO 43+76 N.T.S.
T.I. = 10.5
SAN BERNARDINO CO. z
WORK OUTSIDE THE FLOOD CONTROLDISTRICT R/W C/L � vD
�
R/W WILL REQUIRED t rr
PERMISSION FROM COUNTY o o
FLOOD CONTROL v z z
30't 114' I c I o m
EX. CHAIN
LINK FENCE x 60' 54'
ULTIMATE EXISTING EXISTING
NORTH NORTH C/L SR/WH
R/ 00'
z
35'-55' 45'
w m
z p
FR. STA. FROM 25' z 66 I VARIES J EXIST. CONC ~
I
TO STA. 1+6731 OI SIDEWALK
TO 30' I J
EXIST. GRADE (25 (31')
(31')
7 5' -
JOIN
' EXIST. GRADE
� 2% N. -
JOIN EX. ~` GRADE
EDGE
EDGE OF 5
PAVEMENT EXIST. 30 EXIST. PAVEMENT EXIST. CURB AND
E.P. TO REMAIN GUTTER TO REMAIN
INTERIM IMPROVEMENTS
TYPICAL SECTION JURUPA AVENUE
FROM STA. 3+66 TO STA. 11 +00 N.T.S.
EXISTING
EAST
R/W
EXIST. GROUND
'LI.VEL LINE
-� JOIN EX.
GRADE
D15
J 2:1 MAX
EXISTING
EAST
R/W
SLOPE
7' 53' I 42, I
I
x I
,,-EXIST. GROUND 10' -5,-
2
7 5
FINISHED
SURFACE R=21-076 P
JOIN EX.
GRADE 2% 30 14 EXISTING
AC PAVEMENT EXIST. CURB AND
2% MiN 10 GUTTER TO REMAIN
2:1 MAX
TYPICAL SECTION MULBERRY AVENUE
FROM STA. STA.43+76 TO 49+76 N.T.S.
T.I. = 10.5
PRIME BENCH MARK: SECONDARY BENCH MARK:CLI
p D
SOUTH EAST CORNER JURUPA AVE.
CITY OF FONTANA B.M. 581 „ „
CD
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS.
C1 FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. @ BCR; DIAL TWO WORKING
ft -5 64.0' S/0 JURUPA AVE BEFORE DAYS BEFORE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YDU DIG YOU DIG
CID
Cu JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-'2600
ELEV. = 915.40 ELEV. = 915.775 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ID
LL
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TQ 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 5E 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
I 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:
3 THE ELEVATIONS OF POINTS F AND G SHALL 8E SET H3 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 GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THF NEAREST TOE OF CURB.
5. DIMENSIONS;
H = NOTED ON THE PROJECT PLANS,
HI = 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.
li jl
INLET PER CASE I, II, OR Ill I I 1 ( 1
R/W } PrP
\\iiE OR
MAX. SLOPE 1:1
HINGE COVER AT TOP OF FRAME
I
RECTANGULAR FRAME I
PER M PLAN i52 IA
SEE NOTE 1
a
A '1
:, N- m •
R/W LINE •150 mm 0"). TYP
I ! I
A Lr rj 24
CASE I INLET
N-100 mm (4") C.I. PIPES TRANSITION STRUMRE SECTION
SEE NOTES Ij'''" R/W
5�
/`// ! / !� r I' FRAME & GRATEmm {7) TE 9
35 mm (1-1/2") MIN CLEAR f / f f
MIN
WALK (SEE NOTE 4 / ! !
Af SEE -ore 10
I ! + .150 mm (6"), TYP
/lOM (j13) BA 150mm f � mm �� 4,(6") (6") TOP CIF CURB UNE
f ---- BOD mm 24" MIN
____ CAS Il INLE
DROP INLET CATCH BASIN SECTION
Ptow �m i
60) mm 24'
SEE CURS PROFILES I R/VI SEE NOTE 2
BE( W RIGHT __r --i SEN DITCH PER IMPROVEMENT
Ff I
OR GRADING PLAN ,� (1'j
111 WALK 1
A z
i3 arI
a
ILI
"I PLAN CASE DITCH INLET
11GM (q) 8i=lnrik !mo mm T,C. uNE
EXPANSION JOINT FE mm ta° JGNT SON
45 nwn (2-1/2-) MW FOR 150 mm (6")
& 175 mm (7") CF
90 mm (3-1/2`) MIN FOR 200 mm (8') CF - -�
R/N 1D CLEAR )
PARKWAY WIDTH PER IMPROVEMENT PLAN- mm (4")
I C.I.C.I, PWES
T.C. LINE --,,"FINISHED PARKWAY GRACE I NOTE; APPUES TO ANY NUMBER OF PIPES
PGG WALK. 200 mm (6") CF - NOTE 4 3
175 mm7`) OR PCC WALK. 150 mm (6") CF - NOTE 4 E^ I CURB PROFILE
200 mm I($") CF I 2UO mm (B') CURS FACE
"IOM (fa) GALV HARE FABRIC - NOTE 19
a I gu
zx t
bETAJLS 5 (5 TOP OF CURI5
SEE INLET
#1OM (I BAR 15 mm IS mm
s e
E'XPANTc6m
E�Xy�ppANS10N
P.C.C. CORB do GUTTER �0 RIE(e) JOINT z E FQ1.NT
E NOTE 8 -currER rb I
MATCH EXISTING SECTI ON A-- A 10 mm 0/21 CLEA 100 mm (4') C.I. PIPES
NOTE: APPLIES TO ANY NUMBER OF PIPES
2 - TOP -OF -CURB UNE SHOWN ON PROFILE
CURB nvn (6PRROFILE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
GAWOOT109 t OMro- T.I. = 10.5
DATE
L'J�""� �{,o+►�� Ay N�T7.�17 & t'� �11t71r MIS] � l2'' -
FROMULGATED 9 f MF;
PUBLIC WDRKSSTANUARDS MC.
�-- Y a' N LY FE� GlrYdiTD. No.I0D3 .
CON
METRIC
D-- c096,T 7.58 Cm 19) A,G. fVM1' cg59 DMP,r-Tm
750 (30-1
900 (XI
wq vo •
g--coN�r 4" LONG, SInPWjNW F51z --JF'2 N17-
ULTIMATE
I O COP yT" 6011-0 91 BUT EFIq- (-tg CIT'( CIT q 40.166
R/W�
Q- jc)w N�IIJ A.G. pvMT To exiv i on.
"a"' im,19°8
SHEET 1 OF
l C,00'r 5" PSG DIKE IEP, ORY90 N0• *G.
���
180 5'
1650 fib
b
1806 72'
20'
(3-1/2 XYxl/2') GALVANIZED SM ANGLE..
29 r5MpuI; I<per ourL & Gu-rT>:;p :;p-
-
o GAwcUr,j RE-:M6V5,- px1K1Fjb p1.0.17vMY.
6'
I 0.5,
31 G6N01"• GIIAG 0%r. P�:g GIT( 'OV. NP I3CO•
L LIE
0.92'
CiECoI�D 17WG•
t�X1 LTi % cDN6 �i taEUiALk! .
�I�
47
EXIST. GROUND
CURB `
1
r
�
o
O�
g7J
POINT C Y9 yT i
STRAIGHT GRACE `� C4E
79
GUTTER t
-
!
JOIN
51*0 \ �
EX. GRADE
EXISTING
EAST
R/W
EXIST. GROUND
'LI.VEL LINE
-� JOIN EX.
GRADE
D15
J 2:1 MAX
EXISTING
EAST
R/W
SLOPE
7' 53' I 42, I
I
x I
,,-EXIST. GROUND 10' -5,-
2
7 5
FINISHED
SURFACE R=21-076 P
JOIN EX.
GRADE 2% 30 14 EXISTING
AC PAVEMENT EXIST. CURB AND
2% MiN 10 GUTTER TO REMAIN
2:1 MAX
TYPICAL SECTION MULBERRY AVENUE
FROM STA. STA.43+76 TO 49+76 N.T.S.
T.I. = 10.5
PRIME BENCH MARK: SECONDARY BENCH MARK:CLI
p D
SOUTH EAST CORNER JURUPA AVE.
CITY OF FONTANA B.M. 581 „ „
CD
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS.
C1 FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. @ BCR; DIAL TWO WORKING
ft -5 64.0' S/0 JURUPA AVE BEFORE DAYS BEFORE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YDU DIG YOU DIG
CID
Cu JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-'2600
ELEV. = 915.40 ELEV. = 915.775 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ID
LL
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TQ 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 5E 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
I 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:
3 THE ELEVATIONS OF POINTS F AND G SHALL 8E SET H3 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 GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THF NEAREST TOE OF CURB.
5. DIMENSIONS;
H = NOTED ON THE PROJECT PLANS,
HI = 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.
li jl
INLET PER CASE I, II, OR Ill I I 1 ( 1
R/W } PrP
\\iiE OR
MAX. SLOPE 1:1
HINGE COVER AT TOP OF FRAME
I
RECTANGULAR FRAME I
PER M PLAN i52 IA
SEE NOTE 1
a
A '1
:, N- m •
R/W LINE •150 mm 0"). TYP
I ! I
A Lr rj 24
CASE I INLET
N-100 mm (4") C.I. PIPES TRANSITION STRUMRE SECTION
SEE NOTES Ij'''" R/W
5�
/`// ! / !� r I' FRAME & GRATEmm {7) TE 9
35 mm (1-1/2") MIN CLEAR f / f f
MIN
WALK (SEE NOTE 4 / ! !
Af SEE -ore 10
I ! + .150 mm (6"), TYP
/lOM (j13) BA 150mm f � mm �� 4,(6") (6") TOP CIF CURB UNE
f ---- BOD mm 24" MIN
____ CAS Il INLE
DROP INLET CATCH BASIN SECTION
Ptow �m i
60) mm 24'
SEE CURS PROFILES I R/VI SEE NOTE 2
BE( W RIGHT __r --i SEN DITCH PER IMPROVEMENT
Ff I
OR GRADING PLAN ,� (1'j
111 WALK 1
A z
i3 arI
a
ILI
"I PLAN CASE DITCH INLET
11GM (q) 8i=lnrik !mo mm T,C. uNE
EXPANSION JOINT FE mm ta° JGNT SON
45 nwn (2-1/2-) MW FOR 150 mm (6")
& 175 mm (7") CF
90 mm (3-1/2`) MIN FOR 200 mm (8') CF - -�
R/N 1D CLEAR )
PARKWAY WIDTH PER IMPROVEMENT PLAN- mm (4")
I C.I.C.I, PWES
T.C. LINE --,,"FINISHED PARKWAY GRACE I NOTE; APPUES TO ANY NUMBER OF PIPES
PGG WALK. 200 mm (6") CF - NOTE 4 3
175 mm7`) OR PCC WALK. 150 mm (6") CF - NOTE 4 E^ I CURB PROFILE
200 mm I($") CF I 2UO mm (B') CURS FACE
"IOM (fa) GALV HARE FABRIC - NOTE 19
a I gu
zx t
bETAJLS 5 (5 TOP OF CURI5
SEE INLET
#1OM (I BAR 15 mm IS mm
s e
E'XPANTc6m
E�Xy�ppANS10N
P.C.C. CORB do GUTTER �0 RIE(e) JOINT z E FQ1.NT
E NOTE 8 -currER rb I
MATCH EXISTING SECTI ON A-- A 10 mm 0/21 CLEA 100 mm (4') C.I. PIPES
NOTE: APPLIES TO ANY NUMBER OF PIPES
2 - TOP -OF -CURB UNE SHOWN ON PROFILE
CURB nvn (6PRROFILE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
REVISION DESCRIPTION
DATE
STANDARLAN
FROMULGATED 9 f MF;
PUBLIC WDRKSSTANUARDS MC.
CURB DRAIN
METRIC
GREENBOOKOOMMITTEE
750 (30-1
900 (XI
�� -
1911+
'
SHEET 1 OF 4
"a"' im,19°8
SHEET 1 OF
USE WITH STANDARD SPECIFICA71ONS FOR PIJBUC WORKS CONSTRUCTION
REV.
REVISION DESCRIPTION
DATE
ENGR.
CI
DATE
Q
CON017• WTO IFI (Wrano vgw ,
II
AP0 UT-IL4TIt 0roL_ y q4
750 (30-1
900 (XI
240 7-
240
REL less
'
SHEET 1 OF 4
Loll`. CJ�PI?•�E.�51c�r , �{-!aW C�i�,a.1G @ L(�,Er;
1350 54'
225 (6-1/2.)
���
180 5'
1650 fib
b
1806 72'
128 3-1 2'
(3-1/2 XYxl/2') GALVANIZED SM ANGLE..
r
mm E S 150 mm
J BARS ARE IDu (13).
6
CiECoI�D 17WG•
-$,I-a
�I�
47
POINT D
CURB `
1
O�
g7J
POINT C Y9 yT i
STRAIGHT GRACE `� C4E
GUTTER t
-
!
51*0 \ �
RfDG£
FLOW LINE PROFILE
CASE A
L WD L -
�z _
�YCWi CURB OPENING - - - - -
w CATCH BASIN (SS
W�z�
II�JI e
CURB
CURB-' POINT A-`- POINT 8 ,ip 1\ -.POINT 0 & )
POINT C L yr GUTTER)
POINT E
wi
POINT F C
a DIRECTION OF FLOW T PLAN POINT 0 2 �
` m -DIRECTION OF FLOW a 7
z� N L- WD L N� Za
>4U - = - L 1
--�- POINTO J
POINT A POINT B POINT C
FLOW LINE _PROFILE -TLOW LINE
CASE B
25 m W) 150 rnm (6") 25m ct') 150 mm We 25 mm (I')
r�M- - Fl. - ,, taf.G,OR VAR.---
;450 mm VAR•-'� t-�-LIAR.
50 mm VAR. I
- (2")
-1 0 ' RIDGEI
VALLEY-
FACE+N D' VALLEY 8r
I I if[ � p mV a' p Aa p m� d' °.op ap•
SECTION A -A SECTION B --B SECTION C -•C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
L- - N-- ..-. K -_wE)
LOCAL DEPRESSIONS
S:ANf]ARDPLAN
W I-
E o w
CURB
CATCH
A
OPENING
BASIN (3)-
11184
1884
750 (30-1
900 (XI
240 7-
240
REL less
USE WWII STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 4
160 5"
1350 54'
225 (6-1/2.)
���
180 5'
1650 fib
b
1806 72'
128 3-1 2'
(3-1/2 XYxl/2') GALVANIZED SM ANGLE..
r
mm E S 150 mm
J BARS ARE IDu (13).
6
CUR'
POINT A
410-
{1.311 POINT 8
47
POINT D
CURB `
1
O�
g7J
POINT C Y9 yT i
STRAIGHT GRACE `� C4E
GUTTER t
-
!
51*0 \ �
RfDG£
POINT
E�
-i
'
U
'-POINT F A
\-POINT G
W
¢
-"---DIRECTION OF FLOW LAN
_..GIRE[TION 4F FLOW
� m
J
��-
POINT B
POINT A
z POINT C FLOW LINE T D
FLOW LINE PROFILE
CASE A
L WD L -
�z _
�YCWi CURB OPENING - - - - -
w CATCH BASIN (SS
W�z�
II�JI e
CURB
CURB-' POINT A-`- POINT 8 ,ip 1\ -.POINT 0 & )
POINT C L yr GUTTER)
POINT E
wi
POINT F C
a DIRECTION OF FLOW T PLAN POINT 0 2 �
` m -DIRECTION OF FLOW a 7
z� N L- WD L N� Za
>4U - = - L 1
--�- POINTO J
POINT A POINT B POINT C
FLOW LINE _PROFILE -TLOW LINE
CASE B
25 m W) 150 rnm (6") 25m ct') 150 mm We 25 mm (I')
r�M- - Fl. - ,, taf.G,OR VAR.---
;450 mm VAR•-'� t-�-LIAR.
50 mm VAR. I
- (2")
-1 0 ' RIDGEI
VALLEY-
FACE+N D' VALLEY 8r
I I if[ � p mV a' p Aa p m� d' °.op ap•
SECTION A -A SECTION B --B SECTION C -•C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMUtGATED SY THE
LOCAL DEPRESSIONS
S:ANf]ARDPLAN
Pusuc WORKS srANonRos INC.,
GRF.ENBO MITC£E
AT CATCH BASINS
METRIC
313-1
11184
1884
750 (30-1
900 (XI
240 7-
240
REL less
USE WWII STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 4
LOCAL DEPRESSION8
N QT S
1, IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINS
AT THE TOE RATHER THAN THE R/W LINE.
2, FOR OPEN DITCH (CASE INLET W), THE 600 mrn (24") EXTENSION BEYOND
THE R/W LINE 1S NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE
FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE.
3, TOP OF INLET STRUCTURE (CASE I AND 11) TO BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL,
' 4. CONSTRUCT P,C.C. WALK WHEN SPECIFIED ON PLAN. THEt CONTRACT PRICE
PAID FOR P.C.C. WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN
CONJUNCTION WITH PARKWAY CULVERT.
S. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN.
6. INLET CASE TO 13E SPECIREI) ON IMPROVEMENT OR GRADING PLAN.
7. ANGLE A EQUALS 0-, UNLESS OTHERWISE SPECIFIED_
8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER
IMPROVEMENT PLAN,
9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BE
GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 36 kg (80 LSS).
10, AT LOCATIONS WITH LESS THAN 200 mm (S") CURS FACE, USE 152x152-MW9.1xMW9.1
(6x6-10/10 GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND
200 mm (8 ) BEYOND THE EDGE OF CAST IRON PIPES -
11, 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 CONSTRUCTION SHALL BE ENGLISH VALUES, HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUSSMUTED FOR ASTM 615M STEEL.
a SPACES O 24 mm (lb/M-)
7 BARS O 16 mm S )
2 pt1T51Dr CIARS 0 22 rnm 7"
OVERALL 359 mm (14')
OPEN AREA 52%
�r
L�kE
:IEQ
E p
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ISO, ;3
N f4
e
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330 mm r 330 mm M3, x -13'
l_ 432 mm x 432 mm (17' x 1r) �I
TOP QF GRATE SECTION THRU FRAME
GRATE FOR CASE II INLET
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
ME,TRiC
150 - 2
sHEgT z OF z
CURB DRAIN
E HINGE COVER AT
I N L E T (N LE T �`atJe'a " TOP OF FRAME
fi 600 mm 1 o,^z
(24")� =� TYPE 2 TYPE 1 TU LAN 1APR +�iF.RMENT
OR GRADING
5EE NOTE & PLAN
E E� 600 mm
i E )
I 4�
SECTIONA
' I l
INLET TYPE 2 - T--- ----�- R A
II OTE a
250 m I $ I E
16 mm (10") I I is 5 .
(5%8")f� I d 1 I (3") IN
.I
90 j 'n4 SECTION
4 (sD rn
B `� B
6 - INLET TYPE 1
-' ,
DETAIL OF ANCHOR I I
CURB FAC£ 3 mm CURB FACE
ANCHOR I () }
PL - - - - - L FL =-
-�EPOIN tat PAINT N POINT P POINT 0-/
--
A
PLAN
3900 mm (101 S 3000 mm (10')
TC GRADE: LINE AS S 2 TOP GF CURB
SHOWN ON PROFILE
TOP OF CURD - - - - - - - - - - - - - -FL
FL
- -
POINT P POINT q
POINT M POINT N PROFILE
GALVANIZED STEEL FINISH
ANCi T
_,�y
S, mm
J BAR
SPACING mm
300 12'
L7)
450 (10-1
-M
240 7'
600 24'
240 r
750 (30-1
900 (XI
240 7-
240
1050 42'
214 6"
1200 48'
160 5"
1350 54'
225 (6-1/2.)
1500 60
180 5'
1650 fib
IBD 4'
1806 72'
128 3-1 2'
FOR 5 = 750 mm (30') AND LESS, USE 2
m 4: -
ANCHORS. OIhERW15E, USE 3 ANCHORS.
ICG mm
(4")
\
BATTER J:tz SEE NGTE 8 I�
FOR S = 12GO mm (48� AND LESS,
IG m
(1 /27)
GREENBO19 GOMM1i'acE
1993
B = 75 mm �Y)
20q mm
159 mm
USE 6441x9.5 (2-1/2"x2 x3/8")
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
g0FESS/oN Thieves Enymeering, /nc,
.q/ CIVIL ENGINEERING • LAND SURVEYING
[� K I. qc Fy 16800 VALLEY V" AVENUE
4tr �Q %y G� LA MIRADA, (:9LlFORNIA 911638
7 ?, M(�14)52I-4811 FAX(714)521-411-3
Nr
`
* R.C.E.NO. 43293 * Prepared Under The Supervision Of
`PaP 3-31-04
9!. C l V 1 �- Q`� Date 746-z
� OF C �O NAIDOOK I. A HAIAN RCE N0. 43293
GkYANIZEO STEEL ANGLE.
DRAWN BY:
IRT
DESIGNED BY:
(/L.tT
LITTER TO
SECTION A A
OTHER511SE, B = 100 mm (4'). USE 890602,7 EXISNG
--
(3-1/2 XYxl/2') GALVANIZED SM ANGLE..
r
mm E S 150 mm
J BARS ARE IDu (13).
6
"a• 10M o 420 mm
r#3
S-
O 12") MAX OC
mT
J BARS 4 E
SECTION B -B �..
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTKERN CALIFORNIA CHAPTER
PaWORKSSTANOA HE
STANDARD PLAN
PUBLIC WORKSSCOMM RDS INC.
PARKWAY DRAIN
METRIC
GREENBO19 GOMM1i'acE
1993
1 51 - 1
i
REV. 19%
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1, FLOOR OF BOK 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 1S 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 I & 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", t" HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6, NORMAL CURS FACE AT POINT M AND Q_ CURB FACE IS 8 + 125 mm (511)
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%.
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 CONSTRUCTION SHALL. BE ENGLISH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
PARKWAY DRAIN G
32•
W
Lid
REMOVE EXIST. w
A.C. PAVEMENT
FINISH SURFACE
NEW AC PAVEMENT
SEE TYPICAL SECTION
5' MIN.
COLD PLANE TO -
12'PROVIDE 0.12' MIN.
AC OVERLAY
E -
XIST. AC
PAVEMENT
COLD PLANE DETAIL
N.T.S.
CURB DRAIN
COUNTY OF SAN BERNARDINO
44
aEPAFrrME=IVT OP PUBLIC WORKS
D z -
CHIEF DESIGN ENGINEER DATE
3 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
g0FESS/oN Thieves Enymeering, /nc,
.q/ CIVIL ENGINEERING • LAND SURVEYING
[� K I. qc Fy 16800 VALLEY V" AVENUE
4tr �Q %y G� LA MIRADA, (:9LlFORNIA 911638
7 ?, M(�14)52I-4811 FAX(714)521-411-3
Nr
`
* R.C.E.NO. 43293 * Prepared Under The Supervision Of
`PaP 3-31-04
9!. C l V 1 �- Q`� Date 746-z
� OF C �O NAIDOOK I. A HAIAN RCE N0. 43293
C
DRAWN BY:
IRT
DESIGNED BY:
(/L.tT
CHECKED 9
HIA
Last Update:2/25/02
767ustO2.dwg
ITY OF FONTANA, CALIFORNIA
SCALE: VERT. 1" = 4'
JJ A AMIWILLEEW A� HORIZ. 1" = 40'
DATE.
TYPICAL 02/25/02
PROVE Y: DRAWING NO.:
`025 7
CITY ENGINEER R.C.E. 51152 DATE: