HomeMy WebLinkAbout3857-6y N K.. wD
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CURB POINT Aa POINT- 8 POINT C�C�
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POINT E
POINT F LA
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•-o---DIRECTION OF FLOW P N
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. POINT. 8 POINT C
Po,Ns .A FLOW • LINE PROFILE
CASE A
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a CURB OPENING'
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POINT E
u POINT F Le
DIRECTION OF -FLOW PLAN
to
--
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N L WD L
POINT A POINT B POINT C
-FLOW LINE PROFILE
CASE B
25 m (11 160 mm (61 25 mm (10)
CURB S
b .
GUTTER 1
W
POINT G a
—DIRECTION OF FLOW a a
L N z0
}
POINT D �.
FLOW LINE '
C
CURB
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POINT D
•FLOW LINE
150 mm (60)' 25 mm (11)
i- - i••--•--•'M.G.OR VAR.- - - I-)-
�.. _._ ......_ ` (1.5') 50 mm —VAR, j F
YAtt.
.' ' (2') M-j
L
ICURB
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SECTION A --A SECTION B - B SECTI'O'N-
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--AMERICAN PUBLIC WORKS" ASSOCIATION -.SOUTHERN -CALIFORNIA CHAPTER
PROMUuATEDRYTHE
LOCAL DEPRESSIONS
STANDARD -PLAN
PtlBUC GMWORKS STANDARDS INC..
GREENSOOK CO�+M�ttTT>:6
„
AT CATCH BASINS
3138 1
.
REV. 19.N
L N
• SHEET 10F 4 .
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
a�
STANDARD PLAN
- • METRIC
LOCAL DEPRESSIONS AT CATCH BASINS
r)
N
j E
0-
�--WD
L N
E
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
AS SHOWN
0
o `.I.
(�
U
°
N
I
DRAWING NO.:
3$5%
6
10
2
C (SEE SHEET 1 )
Q
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BENCH MARK:
6�
3
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
CURB '
POINT A' ---Z
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
POINT 8 • • •
I
POINT CPOINT
' 0
1--
F-
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
A�GHi GRACE•
a)
STRAIaHTC�0
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V)
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
0
I
Yq�t�, E
0
0
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
N
(/1
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
N
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NAVD 88 1508.56 (FEET)
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CURB 'y
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GUTTER
POINT F D 40-r.0 POINT G
PLAN
LA,. CASE C
La
4, 4J N K. W L N
E &a�w CURB OPENING CATCH BASIN WITH — DCURB 0 ENING CATCH BASIN WITH
E � a r GRATING (S) AND DEBRIS '- "" _..1 '� MANHOLE IN . STREET .
w 3 z SKIMMER I'. —
I E'
ST CURB
CURB POINT A--/ POINT B /�00I _ POINT C Rq/G,yr POINT D GUTTER t
p\GHQ GaKOE STRAIGHT GRADE
VALLEY
POINTE LD E
POINT F POINT G
PLAN -*—DIRECTION OF FLOW
CAS 5 D a
w
ce '_N K {CASE 0) wD L' N z
Z 0 L (CASE C)
L — L I
POINT C
POINT A POINT 8 (CASE C)
POINT C
FLOW LINE (CASE D)
FLOW.' LINE PROFILE
CASES'C'AND-D
M 25mm (1") 150mm (61
MANHOLE t
OR FRAME OR
AND GRATING tF 40 mm VA
STRgGtIT GRADE 2.
.o
URB E ; Yr
I FACE + N '� ° • o �,v n
A.
IL
POINT D'
M 25m
MANHOLE OR
FRAME••AND GRATING SECTION ION E -E
.. SECTION D -D
AMERICAN PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA CHAPTER' *
STANDARD PLAN
- • METRIC
LOCAL DEPRESSIONS AT CATCH BASINS
LLS I-
Him
N
j E
L
�--WD
L N
E W o La
o W G
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
AS SHOWN
CURBSIDE GRATING
CATCH BASIN (S)
o `.I.
(�
CURB OPENING. CATCH BASIN (S)
WITH GRATING WI
°
N
NORTH 00030'24" WEST.
DRAWING NO.:
3$5%
6
10
ENGINEER R.C.E. 51152 DATE.
C (SEE SHEET 1 )
o
BENCH MARK:
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
CURB '
POINT A' ---Z
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
POINT 8 • • •
I
POINT CPOINT
' 0
• �
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
A�GHi GRACE•
a)
STRAIaHTC�0
co
POINTE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
SSR VAI.I-E
o
Z a
Yq�t�, E
CURB 'y
&
GUTTER
POINT F D 40-r.0 POINT G
PLAN
LA,. CASE C
La
4, 4J N K. W L N
E &a�w CURB OPENING CATCH BASIN WITH — DCURB 0 ENING CATCH BASIN WITH
E � a r GRATING (S) AND DEBRIS '- "" _..1 '� MANHOLE IN . STREET .
w 3 z SKIMMER I'. —
I E'
ST CURB
CURB POINT A--/ POINT B /�00I _ POINT C Rq/G,yr POINT D GUTTER t
p\GHQ GaKOE STRAIGHT GRADE
VALLEY
POINTE LD E
POINT F POINT G
PLAN -*—DIRECTION OF FLOW
CAS 5 D a
w
ce '_N K {CASE 0) wD L' N z
Z 0 L (CASE C)
L — L I
POINT C
POINT A POINT 8 (CASE C)
POINT C
FLOW LINE (CASE D)
FLOW.' LINE PROFILE
CASES'C'AND-D
M 25mm (1") 150mm (61
MANHOLE t
OR FRAME OR
AND GRATING tF 40 mm VA
STRgGtIT GRADE 2.
.o
URB E ; Yr
I FACE + N '� ° • o �,v n
A.
IL
POINT D'
M 25m
MANHOLE OR
FRAME••AND GRATING SECTION ION E -E
.. SECTION D -D
AMERICAN PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA CHAPTER' *
STANDARD PLAN
- • METRIC
LOCAL DEPRESSIONS AT CATCH BASINS
LOCAL DEPRESSIONS AT,CATCH.•BASINS'
SHEET 2 OF 4
L
�n a BASIS OF BEARINGS: LEGAL DESCRIPTION:
7:
,�' 0 BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
a THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
,� ,, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
MERIDIAN COUNTY OF SAN BERNARDINO.
01-0 AS SHOWN ON AMENDING MAP OF TRACT NO 13750 '
N
TOLL FREE 'mmm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
IQ,5C O/z D C7XAW/,qG
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
01/05///
1.1
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
K WD K
to
Y w z CURB OPENING I r" ,-"" '—' -" '" � �- I •
CATCH BASIN (S)�
E.w6W
to 3zco
CUR OE -
GNZ GRA POINT 8 P01NT:'C 24�GtiT• CURB'
S3S 3A�•\'�� Ygl�i• cRROF GiJTTER
POINTE PACE (; (SEE ,SHEET 1)
0 CASE E.
E w��: K - .T� ' D K
E W < CURBSIDE GRATING _ _ CURB OPENING CATCH BASIN (S)
$ 3 z CATCH BASIN (S)40 llx " WITH GRATING (S)
C(SEE $MEETI)
CURS G�AQti — — I POINT C — STRq/� CURB
A\GNB �� I - YA hT CR b
<<FY GUTTER
POINT 8
POINT E C POINT P PLAN POIN'f- R
CASE
K' WD K
N M i CURB OPENING CATCH
BASIN WITH ' GRATING (S)
AND DEBRIS SKIMMER
E
to �,-xc7
I.....� —� -4Illy-
—_—�
CURB GR�DE I POINT C STRe11CHT' CURB }
CURB OPENING CATCH BASIN P`Il<FY GR'�Of GUTTER
POINT 8 WITH MANHOLE IN STREET
POINT E -- — -..- -- -.-.
C (SEE SHEET 1 )
W POINT P P�N POINTS �
-•�-- DIRECTION OF FLOW k
W CASE G �m
as
o� K WO K z�
C' }_ — .. ..._ .-� �.. .. ..... 1 1
J
POINT 8
PC NT C
CASE E) FLOW LINE PROFILE (CASE
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
313 =1
LOCAL DEPRESSIONS%AT'%CATCH BASINS'.'
LOCAL DEPRESSIONS AT,CATCH.•BASINS'
o
j E
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
SCALE:
I
N N
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
AS SHOWN
E
o `.I.
RECORDER OF SAN BERNARDINO COUNTY, BEING
STANDARD LAN DETAILS
°
N
NORTH 00030'24" WEST.
DRAWING NO.:
3$5%
6
10
ENGINEER R.C.E. 51152 DATE.
o
BENCH MARK:
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
w
/
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
60
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
a)
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
co
6
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
r1
o
Z a
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CL
c'o
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
oJ
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
N
NAVD 88 1508.56 (FEET)
N
TOLL FREE 'mmm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
IQ,5C O/z D C7XAW/,qG
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
01/05///
1.1
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
K WD K
to
Y w z CURB OPENING I r" ,-"" '—' -" '" � �- I •
CATCH BASIN (S)�
E.w6W
to 3zco
CUR OE -
GNZ GRA POINT 8 P01NT:'C 24�GtiT• CURB'
S3S 3A�•\'�� Ygl�i• cRROF GiJTTER
POINTE PACE (; (SEE ,SHEET 1)
0 CASE E.
E w��: K - .T� ' D K
E W < CURBSIDE GRATING _ _ CURB OPENING CATCH BASIN (S)
$ 3 z CATCH BASIN (S)40 llx " WITH GRATING (S)
C(SEE $MEETI)
CURS G�AQti — — I POINT C — STRq/� CURB
A\GNB �� I - YA hT CR b
<<FY GUTTER
POINT 8
POINT E C POINT P PLAN POIN'f- R
CASE
K' WD K
N M i CURB OPENING CATCH
BASIN WITH ' GRATING (S)
AND DEBRIS SKIMMER
E
to �,-xc7
I.....� —� -4Illy-
—_—�
CURB GR�DE I POINT C STRe11CHT' CURB }
CURB OPENING CATCH BASIN P`Il<FY GR'�Of GUTTER
POINT 8 WITH MANHOLE IN STREET
POINT E -- — -..- -- -.-.
C (SEE SHEET 1 )
W POINT P P�N POINTS �
-•�-- DIRECTION OF FLOW k
W CASE G �m
as
o� K WO K z�
C' }_ — .. ..._ .-� �.. .. ..... 1 1
J
POINT 8
PC NT C
CASE E) FLOW LINE PROFILE (CASE
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
313 =1
LOCAL DEPRESSIONS%AT'%CATCH BASINS'.'
LOCAL DEPRESSIONS AT,CATCH.•BASINS'
SHEET 3 OF 4
LA -1 No,. 4169 r"
EXP.3/31
c
OF`�0
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.
SEAL -ENGINEER
Q�OFESS10Nq�
ti47
ARIC M. TORREYSO
Li
No. 66068
Exp. 06-30-06
F OF C
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. AN 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 • Hi -HIGHER THAN THE : GUTTE'R - 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 LOCALDEPRESSION, THE ELEVATION OF POINT:......
E SHALL- BE,SET- H2 HIGHER THAN THE ELEVATION AT THE NEAREST ,TOE OF CURB.
5. DIMENSIONS:
H NOTED ON THE PROJECT PLANS.
Ht NOTED "ON. THE PROJECT PLANS. .
H2 NOTED ON .THE PROJECT PLANS..
H' NOTED -ON -THE PROJECT PLANS. :
G 600* mm (2 Feet)
K 1.5 In (5 Feet)•
L 1.8 In (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 MBAR 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 CHAPTEFt •:
STANDARD PLAN ' .
METRIC
STORM DRAIN IMPROVEMENT PLANS
LOCAL DEPRESSIONS AT,CATCH.•BASINS'
313--1
DRAWN BY-
SHEET 4 OF 4
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
AEll
E E R I NC�
DRAWN BY-
SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
O.S.
AS SHOWN
DESIGNED BY:
D.J.D. / O -<,,JANUARY,
DATE:
2006
PH. (909) 783-0101 FAX (909) 783-0108
STANDARD LAN DETAILS
PREPARED BY. ARIC TORREYSON R.C.E. NO. 66068
EXP. - 0 ,
DATEI
: /
CHECKED BY:
volA.M.T. �,
V —1
APPR BY: /•
�Z6' ��
DRAWING NO.:
3$5%
6
10
ENGINEER R.C.E. 51152 DATE.
� tLL-! �